Table Of Content

2003 ANNUAL INDEX Civil Engineering Database Subject Heading Index The Civil Engineering Database (CEDB) is Bridge construction Bridges designed to provide free, easy bibliographic Design and Construction of a Bridge in Very High Proposed Design Method for Thermal Bridge access to all ASCE publications. The database Performance Fiber-Reinforced Concrete. — A. Movements. — Charles W. Roeder; 8(1), 12-9 covers ASCE documents published since 1970. It Meda and G. Rosati; 8(5), 281-7 (2003). (2003). provides access to all the journals, conference Bridge decks Full-Scale Tests of Seismic Cable Restrainer Retro- proceedings, books, standards, manuals, LRFD Orthotropic Plate Model for Live Load Mo- fits for Simply Supported Bridges. — Reginald magazines, and newspapers. The index terms ment in Filled Grid Decks. — Christopher DesRoches, Thomas Pfeifer ,R oberto T. Leon, below were assigned to papers published in this Higgins; 8(1), 20-8 (2003). and Tam Lam; 8(4), 191-8 (2003). journal during 2003 from a CEDB subject Nonlinear Finite-Element Analysis for Highway Noncontact Photogrammetric Measurement of Ver- heading list. The CEDB and subject heading list Bridge Superstructures. — Kuan-Chen Fu and tical Bridge Deflection. — David V. Jauregui, can be accessed on the Web = at Feng Lu; 8(3), 173-9 (2003). Kenneth R. White, Clinton B. Woodward, and http://www. pubs.asce.org/cedbsrch.html. Full-Scale Fatigue Tests of Steel Orthotropic Decks Kenneth R. Leitch; 8(4), 212-22 (2003). for the Williamsburg Bridge. — Paul A. Tsako- Experimental Investigations of Bailey Bridges. — Anchorage poulos and John W. Fisher; 8(5), 323-33 (2003). W. S. King and L. Duan; 8(5), 334-9 (2003). Inspection and Process of Tension of Cables of Identification of Environmental Categories for Florida DOT Project-Level Bridge Management General Rafael Urdaneta Bridge. —Antonio Markovian Deterioration Models of Bridge Models. — Paul D. Thompson, John O. Sobanjo, Sarcos-Portillo, Alfredo Navarro-Cerpa, and Decks. — G. Morcous, Z. Lounis, and M. S. and Richard Kerr; 8(6), 345-52 (2003). Hildrun Garcia-Legl; 8(4), 223-8 (2003). Mirza; 8(6), 353-61 (2003). Rating and Reliability of Existing Bridges in a Assessment Bridge design Network. — Ferhat Akgul and Dan M. Assessment of Highway Bridge Upgrading by Dy- Design for Shear in Curved Composite Multiple Frangopol; 8(6), 383-93 (2003). namic Testing and Finite-Element Model Steel Box Girder Bridges. — Khaled Sennah, Bridges, arch Updating. — James Mark William Brownjohn, John B. Kennedy, and Said Nour; 8(3), 144-52 Construction Control of Reinforced Concrete Arch Pilate Moyo, Piotr Omenzetter, and Yong Lu; (2003). Bridges. — F. T. K. Au, J. J. Wang, and G. D. Liu; 8(3), 162-72 (2003). Full-Scale Testing of Procedures for Assembling 8(1), 39-45 (2003). Predicting Truck Load Spectra under Weight Limit Trunnion-Hub-Girder in Bascule Bridges. Changes and Its Application to Steel Bridge Fa- Bridges, box girder —Glen Besterfield, Sanjeev Nichani, Autar K. tigue Assessment. —Harry Cohen, Gongkang Design for Shear in Curved Composite Multiple Kaw, and Thomas Eason; 8(4), 204-11 (2003). Fu, Wassem Dekelbab, and Fred Moses; 8(5), Steel Box Girder Bridges. —Khaled Sennah, Tuned Mass Dampers for Dual-Mode Buffeting 312-22 (2003). John B. Kennedy, and Said Nour; 8(3), 144-52 Control of Bridges. —C. C. Chang, M. Gu, and Risk-Based Expenditure Allocation for Infrastruc- (2003). K. H. Tang; 8(4), 237-40 (2003). ture Improvement. —Bilal M. Ayyub and Clara Bridges, cable-stayed Design and Construction of a Bridge in Very High Popescu; 8(6), 394-404 (2003). Conceptual Design for the Sunniberg Bridge. Performance Fiber-Reinforced Concrete. —A. Beams Meda and G. Rosati; 8(5), 281-7 (2003). —Chelsea Honigmann and David P. Billington; Local Effects Induced by Longitudinal Forces in 8(3), 122-30 (2003). Composite Girders. —Luigino Dezi and Gra- Bridge failure Optimization of Cable Tensioning in Cable-Stayed ziano Leoni; 8(4), 245-8 (2003). Predicting Truck Load Spectra under Weight Limit Bridges. —D. Janjic, M. Pircher, and H. Pircher; Design and Construction of a Bridge in Very High Changes and Its Application to Steel Bridge Fa- 8(3), 131-7 (2003). Performance Fiber-Reinforced Concrete. —A. tigue Assessment. —Harry Cohen, Gongkang Inspection and Process of Tension of Cables of Meda and G. Rosati; 8(5), 281-7 (2003). Fu, Wassem Dekelbab, and Fred Moses; 8(5), General Rafael Urdaneta Bridge. —Antonio 312-22 (2003). Bearing capacity Sarcos-Portillo, Alfredo Navarro-Cerpa, and Multiple Limit States and Expected Failure Costs Thermal Effects on Skewed Steel Highway Bridges Hildrun Garcia-Legl; 8(4), 223-8 (2003). for Deteriorating Reinforced Concrete Bridges. and Bearing Orientation. —Troy T. Tindal and Neural Networks for Decentralized Control of Chai H. Yoo; 8(2), 57-65 (2003). Mark G. Stewart and Dimitri V. Val; 8(6), Cable-Stayed Bridge. —B. Xu, Z. S. Wu, and K. Experimental Investigations of Bailey Bridges. 405-15 (2003). Yokoyama; 8(4), 229-36 (2003). —W. S. King and L. Duan; 8(5), 334-9 (2003). Bridge inspection Probabilistic Strength Estimates and Reliability of Box girders Fiber Optic Sensors for Bridge Monitoring. —Joan Damaged Parallel Wire Cables. —Sante Camo; Stability of Slender Webs of Prestressed Concrete R. Casas and Paulo J. S. Cruz; 8(6), 362-73 8(5), 297-311 (2003). Box-Girder Bridges. —Walter Dilger and Alaa (2003). Sherif; 8(3), 138-43 (2003). Updating Bridge Reliability Based on Bridge Man- Bridges, cantilever Inspection and Process of Tension of Cables of agement Systems Visual Inspection Results. Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), General Rafael Urdaneta Bridge. —Antonio —Allen C. Estes and Dan M. Frangopol; 8(6), 2-11 (2003). Sarcos-Portillo, Alfredo Navarro-Cerpa, and 374-82 (2003). Bridges, composite Hildrun Garcia-Leg]; 8(4), 223-8 (2003). Bridge piers Deflection Requirements for Bridges Constructed Live-Load Distribution Factors for Concrete Box- Unbonded Posttensioned Concrete Bridge Piers. I: with Advanced Composite Materials. —J. R. Girder Bridges. —Shin-Tai Song, Y. H. Chai, Monotonic and Cyclic Analyses. —-Wing-Pin Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), and Susan E. Hida; 8(5), 273-80 (2003). Kwan and Sarah L. Billington; 8(2), 92-101 73-83 (2003). Bridge abutments (2003). Design for Shear in Curved Composite Multiple Assessment of Shear Forces on Bridge Abutments: Unbonded Posttensioned Concrete Bridge Piers. II: Steel Box Girder Bridges. —Khaled Sennah, Simplified Method. —G. Benzoni, M. P. Limon- Seismic Analyses. —Wing-Pin Kwan and Sarah John B. Kennedy, and Said Nour; 8(3), 144-52 gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). L. Billington; 8(2), 102-11 (2003). (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 419 Bridges, concrete Bridges, spans Composite materials Unbonded Posttensioned Concrete Bridge Piers. I: Tuned Mass Dampers for Dual-Mode Buffeting Deflection Requirements for Bridges Constructed Monotonic and Cyclic Analyses. — Wing-Pin Control of Bridges. — C. C. Chang, M. Gu, and with Advanced Composite Materials. — J. R. Kwan and Sarah L. Billington; 8(2), 92-101 K. H. Tang; 8(4), 237-40 (2003). Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), (2003). Bridges, steel 73-83 (2003). Unbonded Posttensioned Concrete Bridge Piers. II: Thermal Effects on Skewed Steel Highway Bridges Local Effects Induced by Longitudinal Forces in Seismic Analyses. — Wing-Pin Kwan and Sarah and Bearing Orientation. — Troy T. Tindal and Composite Girders. — Luigino Dezi and Gra- L. Billington; 8(2), 102-11 (2003). Chai H. Yoo; 8(2), 57-65 (2003). ziano Leoni; 8(4), 245-8 (2003). State of Practice for Positive Moment Connections Determining Appropriate Fatigue Inspection Inter- Computation in Prestressed Concrete Girders Made vals for Steel Bridge Members. — Steven C. Risk-Based Expenditure Allocation for Infrastruc- Continuous. — Makarand Hastak, Amir Mirmi- Lovejoy; 8(2), 66-72 (2003). ture Improvement. — Bilal M. Ayyub and Clara ran, Richard Miller, Ronak Shah, and Reid Measurement and Analysis of Distortion-Induced Popescu; 8(6), 394-404 (2003). Castrodale; 8(5), 267-72 (2003). Fatigue in Multigirder Steel Bridges. — D. Ja- Conceptual design Live-Load Distribution Factors for Concrete Box- jich and A. E. Schultz; 8(2), 84-91 (2003). Conceptual Design for the Sunniberg Bridge. — Girder Bridges. — Shin-Tai Song, Y. H. Chai, Design for Shear in Curved Composite Multiple Chelsea Honigmann and David P. Billington; and Susan E. Hida; 8(5), 273-80 (2003). Steel Box Girder Bridges. — Khaled Sennah, 8(3), 122-30 (2003). Multiple Limit States and Expected Failure Costs John B. Kennedy, and Said Nour; 8(3), 144-52 Concrete structures for Deteriorating Reinforced Concrete Bridges. (2003). Conceptual Design for the Sunniberg Bridge. — — Mark G. Stewart and Dimitri V. Val; 8(6), Finite-Element Modeling of Heat-Curved Chelsea Honigmann and David P. Billington; 405-15 (2003). I-Girders. — Rajan Sen, Antoine N. Gergess, 8(3), 122-30 (2003). Bridges, girder and Camille Issa; 8(3), 153-61 (2003). Concrete, precast Stability of Slender Webs of Prestressed Concrete Finite-Element Analysis of Steel Bridge Distortion- State of Practice for Positive Moment Connections Box-Girder Bridges. — Walter Dilger and Alaa Induced Fatigue. —W. M. Kim Roddis and Yuan in Prestressed Concrete Girders Made Sherif; 8(3), 138-43 (2003). Zhao; 8(5), 259-66 (2003). Continuous. — Makarand Hastak, Amir Mirmi- Finite-Element Modeling of Heat-Curved Predicting Truck Load Spectra under Weight Limit ran, Richard Miller, Ronak Shah, and Reid I-Girders. — Rajan Sen, Antoine N. Gergess, Changes and Its Application to Steel Bridge Fa- Castrodale; 8(5), 267-72 (2003). and Camille Issa; 8(3), 153-61 (2003). tigue Assessment. —Harry Cohen, Gongkang Concrete, prestressed Natural Frequency of Railway Girder Bridges Fu, Wassem Dekelbab, and Fred Moses; 8(5), Stability of Slender Webs of Prestressed Concrete 312-22 (2003). Box-Girder Bridges. —Walter Dilger and Alaa under Vehicle Loads. —Jianzhong Li, Mubiao Su, and Lichu Fan; 8(4), 199-203 (2003). Bridges, suspension Sherif; 8(3), 138-43 (2003). Finite-Element Analysis of Steel Bridge Distortion- Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), State of Practice for Positive Moment Connections Induced Fatigue. —W. M. Kim Roddis and Yuan 2-11 (2003). in Prestressed Concrete Girders Made Zhao; 8(5), 259-66 (2003). Dynamic Response of Suspension Bridge to High Continuous. — Makarand Hastak, Amir Mirmi- Live-Load Distribution Factors for Concrete Box- Wind and Running Train. —Y. L. Xu, H. Xia, ran, Richard Miller, Ronak Shah, and Reid Girder Bridges. —Shin-Tai Song, Y. H. Chai, and Q. S. Yan; 8(1), 46-55 (2003). Castrodale; 8(5), 267-72 (2003). and Susan E. Hida; 8(5), 273-80 (2003). Increasing the Load Capacity of Suspension Concrete, reinforced Bridges. — Peter G. Buckland; 8(5), 288-96 Construction Control of Reinforced Concrete Arch Bridges, highway (2003). Bridges. —F. T. K. Au, J. J. Wang, and G. D. Liu; Thermal Effects on Skewed Steel Highway Bridges and Bearing Orientation. —Troy T. Tindal and Bridges, truss 8(1), 39-45 (2003). Chai H. Yoo; 8(2), 57-65 (2003). Stability of Slender Webs of Prestressed Concrete Design and Construction of a Bridge in Very High Model Validation for Bridge-Road-Vehicle Dy- Box-Girder Bridges. —Walter Dilger and Alaa Performance Fiber-Reinforced Concrete. —A. namic Interaction System. —Hani H. Nassif, Sherif; 8(3), 138-43 (2003). Meda and G. Rosati; 8(5), 281-7 (2003). Connections Ming Liu, and Oguz Ertekin; 8(2), 112-20 Bridges, viaduct Local Effects Induced by Longitudinal Forces in (2003). Assessment of Performance of Seismic Isolation Composite Girders. —Luigino Dezi and Gra- Assessment of Highway Bridge Upgrading by Dy- System of Bolu Viaduct. —Panayiotis C. Rous- ziano Leoni; 8(4), 245-8 (2003). namic Testing and Finite-Element Model sis, Michael C. Constantinou, Mustafa Erdik, State of Practice for Positive Moment Connections Updating. — James Mark William Brownjohn, Eser Durukal, and Murat Dicleli; 8(4), 182-90 in Prestressed Concrete Girders Made Pilate Moyo, Piotr Omenzetter, and Yong Lu; (2003). Continuous. — Makarand Hastak, Amir Mirmi- 8(3), 162-72 (2003). Buffeting ran, Richard Miller, Ronak Shah, and Reid Nonlinear Finite-Element Analysis for Highway Tuned Mass Dampers for Dual-Mode Buffeting Castrodale; 8(5), 267-72 (2003). Bridge Superstructures. —Kuan-Chen Fu and Control of Bridges. —C. C. Chang, M. Gu, and Construction management Feng Lu; 8(3), 173-9 (2003). K. H. Tang; 8(4), 237-40 (2003). Construction Control of Reinforced Concrete Arch Updating Bridge Reliability Based on Bridge Man- Cables Bridges. —F. T. K. Au, J. J. Wang, and G. D. Liu; agement Systems Visual Inspection Results. Full-Scale Tests of Seismic Cable Restrainer Retro- 8(1), 39-45 (2003). —Allen C. Estes and Dan M. Frangopol; 8(6), fits for Simply Supported Bridges. —Reginald Continuous structures 374-82 (2003). DesRoches, Thomas Pfeifer ,R oberto T. Leon, State of Practice for Positive Moment Connections Bridges, railroad and Tam Lam; 8(4), 191-8 (2003). in Prestressed Concrete Girders Made Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), Probabilistic Strength Estimates and Reliability of Continuous. — Makarand Hastak, Amir Mirmi- 2-11 (2003). Damaged Parallel Wire Cables. —Sante Camo; ran, Richard Miller, Ronak Shah, and Reid Natural Frequency of Railway Girder Bridges 8(5), 297-311 (2003). Castrodale; 8(5), 267-72 (2003). under Vehicle Loads. —Jianzhong Li, Mubiao California Contraction Su, and Lichu Fan; 8(4), 199-203 (2003). Live-Load Distribution Factors for Concrete Box- Proposed Design Method for Thermal Bridge Bridges, skew Girder Bridges. —Shin-Tai Song, Y. H. Chai, Movements. — Charles W. Roeder; 8(1), 12-9 Thermal Effects on Skewed Steel Highway Bridges and Susan E. Hida; 8(5), 273-80 (2003). (2003). and Bearing Orientation. —Troy T. Tindal and Colorado Corrosion Chai H. Yoo; 8(2), 57-65 (2003). Updating Bridge Reliability Based on Bridge Man- Multiple Limit States and Expected Failure Costs Load Distribution Factors in Simply Supported agement Systems Visual Inspection Results. for Deteriorating Reinforced Concrete Bridges. Skew Bridges. —Ali R. Khaloo and H. —Allen C. Estes and Dan M. Frangopol; 8(6), —Mark G. Stewart and Dimitri V. Val; 8(6), Mirzabozorg; 8(4), 241-4 (2003). 374-82 (2003). 405-15 (2003). 420 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 Cost allocation under Vehicle Loads. — Jianzhong Li, Mubiao Unbonded Posttensioned Concrete Bridge Piers. I: Risk-Based Expenditure Allocation for Infrastruc- Su, and Lichu Fan; 8(4), 199-203 (2003). Monotonic and Cyclic Analyses. — Wing-Pin ture Improvement. — Bilal M. Ayyub and Clara Dynamic responses Kwan and Sarah L. Billington; 8(2), 92-101 Popescu; 8(6), 394-404 (2003). Dynamic Response of Suspension Bridge to High (2003). Costs Wind and Running Train. — Y. L. Xu, H. Xia, Design for Shear in Curved Composite Multiple Multiple Limit States and Expected Failure Costs and Q. S. Yan; 8(1), 46-55 (2003). Steel Box Girder Bridges. — Khaled Sennah, for Deteriorating Reinforced Concrete Bridges. Dynamic tests John B. Kennedy, and Said Nour; 8(3), 144-52 — Mark G. Stewart and Dimitri V. Val; 8(6), Assessment of Highway Bridge Upgrading by Dy- (2003). 405-15 (2003). namic Testing and Finite-Element Model Finite-Element Modeling of Heat-Curved Cracking Updating. — James Mark William Brownjohn, I-Girders. — Rajan Sen, Antoine N. Gergess, Finite-Element Analysis of Steel Bridge Distortion- Pilate Moyo, Piotr Omenzetter, and Yong Lu; and Camille Issa; 8(3), 153-61 (2003). Induced Fatigue. — W. M. Kim Roddis and Yuan 8(3), 162-72 (2003). Assessment of Highway Bridge Upgrading by Dy- Zhao; 8(5), 259-66 (2003). Earthquake damage namic Testing and Finite-Element Model Full-Scale Fatigue Tests of Steel Orthotropic Decks Assessment of Performance of Seismic Isolation Updating. — James Mark William Brownjohn, for the Williamsburg Bridge. — Paul A. Tsako- System of Bolu Viaduct. — Panayiotis C. Rous- Pilate Moyo, Piotr Omenzetter, and Yong Lu; poulos and John W. Fisher; 8(5), 323-33 (2003). sis, Michael C. Constantinou, Mustafa Erdik, 8(3), 162-72 (2003). Cyclic loads Eser Durukal, and Murat Dicleli; 8(4), 182-90 Nonlinear Finite-Element Analysis for Highway Unbonded Posttensioned Concrete Bridge Piers. I: (2003). Bridge Superstructures. — Kuan-Chen Fu and Monotonic and Cyclic Analyses. — Wing-Pin Earthquake engineering Feng Lu; 8(3), 173-9 (2003). Kwan and Sarah L. Billington; 8(2), 92-101 Neural Networks for Decentralized Control of Finite-Element Analysis of Steel Bridge Distortion- (2003). Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and Induced Fatigue. — W. M. Kim Roddis and Yuan Damping K. Yokoyama; 8(4), 229-36 (2003). Zhao; 8(5), 259-66 (2003). Tuned Mass Dampers for Dual-Mode Buffeting Elastic properties Finite elements Control of Bridges. —C. C. Chang, M. Gu, and LRFD Orthotropic Plate Model for Live Load Mo- Model Validation for Bridge-Road-Vehicle Dy- K. H. Tang; 8(4), 237-40 (2003). ment in Filled Grid Decks. —Christopher namic Interaction System. -—Hani H. Nassif, Deflection Higgins; 8(1), 20-8 (2003). Ming Liu, and Oguz Ertekin; 8(2), 112-20 Deflection Requirements for Bridges Constructed Environment (2003). with Advanced Composite Materials. —J. R. Identification of Environmental Categories for Florida Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), Markovian Deterioration Models of Bridge Florida DOT Project-Level Bridge Management 73-83 (2003). Decks. — G. Morcous, Z. Lounis, and M. S. Models. — Paul D. Thompson, John O. Sobanjo, Finite-Element Modeling of Heat-Curved Mirza; 8(6), 353-61 (2003). and Richard Kerr; 8(6), 345-52 (2003). I-Girders. — Rajan Sen, Antoine N. Gergess, Esthetics Full-scale tests and Camille Issa; 8(3), 153-61 (2003). Conceptual Design for the Sunniberg Bridge. Full-Scale Tests of Seismic Cable Restrainer Retro- Nonlinear Finite-Element Analysis for Highway —Chelsea Honigmann and David P. Billington; fits for Simply Supported Bridges. —Reginald Bridge Superstructures. —Kuan-Chen Fu and 8(3), 122-30 (2003). DesRoches, Thomas Pfeifer ,R oberto T. Leon, Feng Lu; 8(3), 173-9 (2003). Expansion and Tam Lam; 8(4), 191-8 (2003). Noncontact Photogrammetric Measurement of Ver- Proposed Design Method for Thermal Bridge Full-Scale Testing of Procedures for Assembling tical Bridge Deflection. —David V. Jauregui, Movements. — Charles W. Roeder; 8(1), 12-9 Trunnion-Hub-Girder in Bascule Bridges. Kenneth R. White, Clinton B. Woodward, and (2003). —Glen Besterfield, Sanjeev Nichani, Autar K. Kenneth R. Leitch; 8(4), 212-22 (2003). Experimental data Kaw, and Thomas Eason; 8(4), 204-11 (2003). Deterioration Full-Scale Testing of Procedures for Assembling Girders Identification of Environmental Categories for Trunnion-Hub-Girder in Bascule Bridges. Model Validation for Bridge-Road-Vehicle Dy- Markovian Deterioration Models of Bridge —Glen Besterfield, Sanjeev Nichani, Autar K. namic Interaction System. —Hani H. Nassif, Decks. — G. Morcous, Z. Lounis, and M. S. Kaw, and Thomas Eason; 8(4), 204-11 (2003). Ming Liu, and Oguz Ertekin; 8(2), 112-20 Mirza; 8(6), 353-61 (2003). Fatigue (2003). Rating and Reliability of Existing Bridges in a Determining Appropriate Fatigue Inspection Inter- Load Distribution Factors in Simply Supported Network. — Ferhat Akgul and Dan M. vals for Steel Bridge Members. —Steven C. Skew Bridges. —Ali R. Khaloo and H. Frangopol; 8(6), 383-93 (2003). Lovejoy; 8(2), 66-72 (2003). Mirzabozorg; 8(4), 241-4 (2003). Multiple Limit States and Expected Failure Costs Measurement and Analysis of Distortion-Induced Local Effects Induced by Longitudinal Forces in for Deteriorating Reinforced Concrete Bridges. Fatigue in Multigirder Steel Bridges. —D. Jajich Composite Girders. —Luigino Dezi and Gra- —Mark G. Stewart and Dimitri V. Val; 8(6), and A. E. Schultz; 8(2), 84-91 (2003). ziano Leoni; 8(4), 245-8 (2003). 405-15 (2003). Finite-Element Analysis of Steel Bridge Distortion- History Diaphragms Induced Fatigue. —W. M. Kim Roddis and Yuan Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), Load Distribution Factors in Simply Supported Zhao; 8(5), 259-66 (2003). 2-11 (2003). Skew Bridges. —Ali R. Khaloo and H. Fatigue tests Experimental Investigations of Bailey Bridges. Mirzabozorg; 8(4), 241-4 (2003). Full-Scale Fatigue Tests of Steel Orthotropic Decks —W. S. King and L. Duan; 8(5), 334-9 (2003). Distortion for the Williamsburg Bridge. —Paul A. Tsako- Measurement and Analysis of Distortion-Induced poulos ~ !ohn W. Fisher; 8(5), 323-33 (2003). Imaging techniques Fatigue in Multigirder Steel Bridges. —D. Jajich Fiber optics Noncontact Photogrammetric Measurement of Ver- and A. E. Schultz; 8(2), 84-91 (2003). Fiber Optic Sensors for Bridge Monitoring. —Joan tical Bridge Deflection. —David V. Jauregui, Kenneth R. White, Clinton B. Woodward, and Distribution functions R. Casas and Paulo J. S. Cruz; 8(6), 362-73 Load Distribution Factors in Simply Supported (2003). Kenneth R. Leitch; 8(4), 212-22 (2003). Skew Bridges. —Ali R. Khaloo and H. Fiber reinforced materials Information systems Mirzabozorg; 8(4), 241-4 (2003). Design and Construction of a Bridge in Very High Florida DOT Project-Level Bridge Management Dynamic loads Performance Fiber-Reinforced Concrete. —A. Models. — Paul D. Thompson, John O. Sobanjo, Model Validation for Bridge-Road-Vehicle Dy- Meda and G. Rosati; 8(5), 281-7 (2003). and Richard Kerr; 8(6), 345-52 (2003). namic Interaction System. —Hani H. Nassif, Finite element method Infrastructure Ming Liu, and Oguz Ertekin; 8(2), 112-20 LRFD Orthotropic Plate Model for Live Load Mo- Risk-Based Expenditure Allocation for Infrastruc- (2003). ment in Filled Grid Decks. —Christopher ture Improvement. —Bilal M. Ayyub and Clara Natural Frequency of Railway Girder Bridges Higgins; 8(1), 20-8 (2003). Popescu; 8(6), 394-404 (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 421 Interfaces Monitoring Plates Full-Scale Testing of Procedures for Assembling Fiber Optic Sensors for Bridge Monitoring. — Joan Inspection and Process of Tension of Cables of Trunnion-Hub-Girder in Bascule Bridges. — R. Casas and Paulo J. S. Cruz; 8(6), 362-73 General Rafael Urdaneta Bridge. — Antonio Glen Besterfield, Sanjeev Nichani, Autar K. (2003). Sarcos-Portillo, Alfredo Navarro-Cerpa, and Kaw, and Thomas Eason; 8(4), 204-11 (2003). Natural frequency Hildrun Garcia-Legl; 8(4), 223-8 (2003). Life cycles Natural Frequency of Railway Girder Bridges Post tensioning Risk-Based Expenditure Allocation for Infrastruc- under Vehicle Loads. — Jianzhong Li, Mubiao Unbonded Posttensioned Concrete Bridge Piers. I: ture Improvement. — Bilal M. Ayyub and Clara Su, and Lichu Fan; 8(4), 199-203 (2003). Monotonic and Cyclic Analyses. — Wing-Pin Popescu; 8(6), 394-404 (2003). Network analysis Kwan and Sarah L. Billington; 8(2), 92-101 Multiple Limit States and Expected Failure Costs Rating and Reliability of Existing Bridges in a (2003). for Deteriorating Reinforced Concrete Bridges. Network. — Ferhat Akgul and Dan M. Unbonded Posttensioned Concrete Bridge Piers. IT: — Mark G. Stewart and Dimitri V. Val; 8(6), Frangopol; 8(6), 383-93 (2003). Seismic Analyses. — Wing-Pin Kwan and Sarah 405-15 (2003). Neural networks L. Billington; 8(2), 102-11 (2003). Limit states Neural Networks for Decentralized Control of Pretensioning Updating Bridge Reliability Based on Bridge Man- Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and Inspection and Process of Tension of Cables of agement Systems Visual Inspection Results. — K. Yokoyama; 8(4), 229-36 (2003). General Rafael Urdaneta Bridge. — Antonio Allen C. Estes and Dan M. Frangopol; 8(6), New York Sarcos-Portillo, Alfredo Navarro-Cerpa, and 374-82 (2003). Full-Scale Fatigue Tests of Steel Orthotropic Decks Hildrun Garcia-Legl; 8(4), 223-8 (2003). Multiple Limit States and Expected Failure Costs for the Williamsburg Bridge. — Paul A. Tsako- Probabilistic methods for Deteriorating Reinforced Concrete Bridges. poulos and John W. Fisher; 8(5), 323-33 (2003). Probabilistic Strength Estimates and Reliability of — Mark G. Stewart and Dimitri V. Val; 8(6), 405-15 (2003). New York City Damaged Parallel Wire Cables. — Sante Camo; Full-Scale Fatigue Tests of Steel Orthotropic Decks 8(5), 297-311 (2003). Live loads for the Williamsburg Bridge. — Paul A. Tsako- Railroad trains LRFD Orthotropic Plate Model for Live Load Mo- poulos and John W. Fisher; 8(5), 323-33 (2003). Dynamic Response of Suspension Bridge to High ment in Filled Grid Decks. —Christopher Higgins; 8(1), 20-8 (2003). Niagara River Wind and Running Train. — Y. L. Xu, H. Xia, Live-Load Distribution Factors for Concrete Box- Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), and Q. S. Yan; 8(1), 46-55 (2003). Girder Bridges. —Shin-Tai Song, Y. H. Chai, 2-11 (2003). Rehabilitation and Susan E. Hida; 8(5), 273-80 (2003). Numerical models Assessment of Highway Bridge Upgrading by Dy- Load capacity Unbonded Posttensioned Concrete Bridge Piers. II: namic Testing and Finite-Element Model Increasing the Load Capacity of Suspension Seismic Analyses. —Wing-Pin Kwan and Sarah Updating. — James Mark William Brownjohn, Bridges. — Peter G. Buckland; 8(5), 288-96 L. Billington; 8(2), 102-11 (2003). Pilate Moyo, Piotr Omenzetter, and Yong Lu; (2003). Neural Networks for Decentralized Control of 8(3), 162-72 (2003). Load distribution Cable-Stayed Bridge. —B. Xu, Z. S. Wu, and K. Finite-Element Analysis of Steel Bridge Distortion- Load Distribution Factors in Simply Supported Yokoyama; 8(4), 229-36 (2003). Induced Fatigue. —W. M. Kim Roddis and Yuan Zhao; 8(5), 259-66 (2003). Skew Bridges. —Ali R. Khaloo and H. Optimization Increasing the Load Capacity of Suspension Mirzabozorg; 8(4), 241-4 (2003). Optimization of Cable Tensioning in Cable-Stayed Bridges. — Peter G. Buckland; 8(5), 288-96 Live-Load Distribution Factors for Concrete Box- Bridges. —D. Janjic, M. Pircher, and H. Pircher; (2003). Girder Bridges. —Shin-Tai Song, Y. H. Chai, 8(3), 131-7 (2003). Updating Bridge Reliability Based on Bridge Man- and Susan E. Hida; 8(5), 273-80 (2003). Tuned Mass Dampers for Dual-Mode Buffeting agement Systems Visual Inspection Results. Load tests Control of Bridges. —C. C. Chang, M. Gu, and —Allen C. Estes and Dan M. Frangopol; 8(6), Noncontact Photogrammetric Measurement of Ver- K. H. Tang; 8(4), 237-40 (2003). 374-82 (2003). tical Bridge Deflection. —David V. Jauregui, Identification of Environmental Categories for Kenneth R. White, Clinton B. Woodward, and Markovian Deterioration Models of Bridge Reliability analysis Kenneth R. Leitch; 8(4), 212-22 (2003). Decks. — G. Morcous, Z. Lounis, and M. S. Probabilistic Strength Estimates and Reliability of Mirza; 8(6), 353-61 (2003). Damaged Parallel Wire Cables. —Sante Camo; Management systems 8(5), 297-311 (2003). Updating Bridge Reliability Based on Bridge Man- Oregon Rating and Reliability of Existing Bridges in a agement Systems Visual Inspection Results. Determining Appropriate Fatigue Inspection Inter- Network. — Ferhat Akgul and Dan M. —Allen C. Estes and Dan M. Frangopol; 8(6), vals for Steel Bridge Members. —Steven C. 374-82 (2003). Lovejoy; 8(2), 66-72 (2003). Frangopol; 8(6), 383-93 (2003). Markov chains Orthotropism Residual stress Identification of Environmental Categories for LRFD Orthotropic Plate Model for Live Load Mo- Finite-Element Modeling of Heat-Curved Markovian Deterioration Models of Bridge ment in Filled Grid Decks. —Christopher I-Girders. — Rajan Sen, Antoine N. Gergess, Decks. — G. Morcous, Z. Lounis, and M. S. Higgins; 8(1), 20-8 (2003). and Camille Issa; 8(3), 153-61 (2003). Mirza; 8(6), 353-61 (2003). Full-Scale Fatigue Tests of Steel Orthotropic Decks Retrofitting Measurement for the Williamsburg Bridge. —Paul A. Tsako- Full-Scale Tests of Seismic Cable Restrainer Retro- Measurement and Analysis of Distortion-Induced poulos and John W. Fisher; 8(5), 323-33 (2003). fits for Simply Supported Bridges. —Reginald Fatigue in Multigirder Steel Bridges. —D. Jajich Photogrammetry DesRoches, Thomas Pfeifer ,R oberto T. Leon, and A. E. Schultz; 8(2), 84-91 (2003). Noncontact Photogrammetric Measurement of Ver- and Tam Lam; 8(4), 191-8 (2003). Noncontact Photogrammetric Measurement of Ver- tical Bridge Deflection. —David V. Jauregui, Risk analysis tical Bridge Deflection. —David V. Jauregui, Kenneth R. White, Clinton B. Woodward, and Risk-Based Expenditure Allocation for Infrastruc- Kenneth R. White, Clinton B. Woodward, and Kenneth R. Leitch; 8(4), 212-22 (2003). ture Improvement. —Bilal M. Ayyub and Clara Kenneth R. Leitch; 8(4), 212-22 (2003). Piers Popescu; 8(6), 394-404 (2003). Models Inspection and Process of Tension of Cables of Seismic analysis Florida DOT Project-Level Bridge Management General Rafael Urdaneta Bridge. —Antonio Unbonded Posttensioned Concrete Bridge Piers. II: Models. — Paul D. Thompson, John O. Sobanjo, Sarcos-Portillo, Alfredo Navarro-Cerpa, and Seismic Analyses. —Wing-Pin Kwan and Sarah and Richard Kerr; 8(6), 345-52 (2003). Hildrun Garcia-Legl; 8(4), 223-8 (2003). L. Billington; 8(2), 102-11 (2003). 422 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 Seismic isolation Stress analysis Finite-Element Modeling of Heat-Curved Assessment of Performance of Seismic Isolation Full-Scale Testing of Procedures for Assembling I-Girders. — Rajan Sen, Antoine N. Gergess, System of Bolu Viaduct. — Panayiotis C. Rous- Trunnion-Hub-Girder in Bascule Bridges. — and Camille Issa; 8(3), 153-61 (2003). sis, Michael C. Constantinou, Mustafa Erdik, Glen Besterfield, Sanjeev Nichani, Autar K. Thermal stresses Eser Durukal, and Murat Dicleli; 8(4), 182-90 Kaw, and Thomas Eason; 8(4), 204-11 (2003). (2003). Full-Scale Testing of Procedures for Assembling Sensors Structural analysis Trunnion-Hub-Girder in Bascule Bridges. — Experimental Investigations of Bailey Bridges. — Fiber Optic Sensors for Bridge Monitoring. — Joan Glen Besterfield, Sanjeev Nichani, Autar K. W. S. King and L. Duan; 8(5), 334-9 (2003). R. Casas and Paulo J. S. Cruz; 8(6), 362-73 Kaw, and Thomas Eason; 8(4), 204-11 (2003). (2003). Structural control Trucks Shear distribution Neural Networks for Decentralized Control of Predicting Truck Load Spectra under Weight Limit Design for Shear in Curved Composite Multiple Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and Changes and Its Application to Steel Bridge Fa- Steel Box Girder Bridges. — Khaled Sennah, K. Yokoyama; 8(4), 229-36 (2003). tigue Assessment. — Harry Cohen, Gongkang John B. Kennedy, and Said Nour; 8(3), 144-52 Structural members Fu, Wassem Dekelbab, and Fred Moses; 8(5), (2003). Determining Appropriate Fatigue Inspection Inter- Shear forces vals for Steel Bridge Members. — Steven C. 312-22 (2003). Assessment of Shear Forces on Bridge Abutments: Lovejoy; 8(2), 66-72 (2003). Turkey Simplified Method. — G. Benzoni, M. P. Limon- Structural reliability Assessment of Performance of Seismic Isolation gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). Updating Bridge Reliability Based on Bridge Man- System of Bolu Viaduct. — Panayiotis C. Rous- Singapore agement Systems Visual Inspection Results. — sis, Michael C. Constantinou, Mustafa Erdik, Assessment of Highway Bridge Upgrading by Dy- Allen C. Estes and Dan M. Frangopol; 8(6), Eser Durukal, and Murat Dicleli; 8(4), 182-90 namic Testing and Finite-Element Model 374-82 (2003). (2003). Updating. — James Mark William Brownjohn, Pilate Moyo, Piotr Omenzetter, and Yong Lu; Structural safety Uncertainty anaiysis 8(3), 162-72 (2003). Increasing the Load Capacity of Suspension Rating and Reliability of Existing Bridges in a Slabs Bridges. — Peter G. Buckland; 8(5), 288-96 Network. — Ferhat Akgul and Dan M. Local Effects Induced by Longitudinal Forces in (2003). Frangopol; 8(6), 383-93 (2003). Composite Girders. — Luigino Dezi and Gra- Superstructures Vehicles ziano Leoni; 8(4), 245-8 (2003). Nonlinear Finite-Element Analysis for Highway Model Validation for Bridge-Road-Vehicle Dy- Stability Bridge Superstructures. — Kuan-Chen Fu and namic Interaction System. — Hani H. Nassif, StabBiolxi-tyG irofd eSrl enBdreidrg eWs.e bs— oWfa lPtreers trDeislsgeedr Caonndc rAeltaea Feng Lu; 8(3), 173-9 (2003). Ming Liu, and Oguz Ertekin; 8(2), 112-20 Sherif; 8(3), 138-43 (2003). Switzerland (2003). Conceptual Design for the Sunniberg Bridge. — State government Vibration Chelsea Honigmann and David P. Billington; Florida DOT Project-Level Bridge Management Neural Networks for Decentralized Control of Models. — Paul D. Thompson, John O. Sobanjo, 8(3), 122-30 (2003). Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and and Richard Kerr; 8(6), 345-52 (2003). Temperature K. Yokoyama; 8(4), 229-36 (2003). Steel frames Proposed Design Method for Thermal Bridge Experimental Investigations of Bailey Bridges. — Movements. — Charles W. Roeder; 8(1), 12-9 Webs W. S. King and L. Duan; 8(5), 334-9 (2003). (2003). Stability of Slender Webs of Prestressed Concrete Strain gauges Finite-Element Modeling of Heat-Curved Box-Girder Bridges. — Walter Dilger and Alaa Full-Scale Testing of Procedures for Assembling I-Girders. — Rajan Sen, Antoine N. Gergess, Sherif; 8(3), 138-43 (2003). Trunnion-Hub-Girder in Bascule Bridges. — and Camille Issa; 8(3), 153-61 (2003). Weight Glen Besterfield, Sanjeev Nichani, Autar K. Tension Predicting Truck Load Spectra under Weight Limit Kaw, and Thomas Eason; 8(4), 204-11 (2003). Optimization of Cable Tensioning in Cable-Stayed Changes and Its Application to Steel Bridge Fa- Strain measurement Bridges. — D. Janjic, M. Pircher, and H. Pircher; tigue Assessment. — Harry Cohen, Gongkang Full-Scale Testing of Procedures for Assembling 8(3), 131-7 (2003). Fu, Wassem Dekelbab, and Fred Moses; 8(5), Trunnion-Hub-Girder in Bascule Bridges. — Glen Besterfield, Sanjeev Nichani, Autar K. Thermal factors 312-22 (2003). Kaw, and Thomas Eason; 8(4), 204-11 (2003). Proposed Design Method for Thermal Bridge Wind loads Stress Movements. — Charles W. Roeder; 8(1), 12-9 Dynamic Response of Suspension Bridge to High Model Validation for Bridge-Road-Vehicle Dy- (2003). Wind and Running Train. — Y. L. Xu, H. Xia, namic Interaction System. — Hani H. Nassif, Thermal Effects on Skewed Steel Highway Bridges and Q. S. Yan; 8(1), 46-55 (2003). Ming Liu, and Oguz Ertekin; 8(2), 112-20 and Bearing Orientation. — Troy T. Tindal and (2003). Chai H. Yoo; 8(2), 57-65 (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 423 2003 ANNUAL INDEX Author Index Akgul, Ferhat Casas, Joan R. Dezi, Luigino Rating and Reliability of Existing Bridges in a Fiber Optic Sensors for Bridge Monitoring. — Joan Local Effects Induced by Longitudinal Forces in Network. — Ferhat Akgul and Dan M. R. Casas and Paulo J. S. Cruz; 8(6), 362-73 Composite Girders. — Luigino Dezi and Gra- Frangopol; 8(6), 383-93 (2003). (2003). ziano Leoni; 8(4), 245-8 (2003). Attoh-Okine, Nii O. Castrodale, Reid Dicleli, Murat Editorial. —Nii O. Attoh-Okine; 8(6), 343-4 State of Practice for Positive Moment Connections Assessment of Performance of Seismic Isolation (2003). in Prestressed Concrete Girders Made System of Bolu Viaduct. — Panayiotis C. Rous- Continuous. — Makarand Hastak, Amir Mirmi- sis, Michael C. Constantinou, Mustafa Erdik, Au, F. T. K. ran, Richard Miller, Ronak Shah, and Reid Eser Durukal, and Murat Dicleli; 8(4), 182-90 Construction Control of Reinforced Concrete Arch Castrodale; 8(5), 267-72 (2003). (2003). Bridges. —F. T. K. Au, J. J. Wang, and G. D. Liu; 8(1), 39-45 (2003). Cawrse, Jason Dilger, Walter Ayyub, Bilal M. Closure to “Measurements of Thermal Gradients Stability of Slender Webs of Prestressed Concrete Risk-Based Expenditure Allocation for Infrastruc- and their Effects on Segmental Concrete Box-Girder Bridges. — Walter Dilger and Alaa ture Improvement. —Bilal M. Ayyub and Clara Bridge” by Carin L. Roberts- Wollman, John E. Sherif; 8(3), 138-43 (2003). Popescu; 8(6), 394-404 (2003). Breen, and Jason Cawrse. — Carin L. Roberts- Duan, L. Wollman, John E. Breen, and Jason Cawrse; Experimental Investigations of Bailey Bridges. — Benzoni, G. 8(5), 341-2 (2003). W. S. King and L. Duan; 8(5), 334-9 (2003). Assessment of Shear Forces on Bridge Abutments: Simplified Method. —G. Benzoni, M. P. Limon- Chai, Y. H. Durukal, Eser gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). Live-Load Distribution Factors for Concrete Box- Assessment of Performance of Seismic Isolation Girder Bridges. — Shin-Tai Song, Y. H. Chai, System of Bolu Viaduct. — Panayiotis C. Rous- Besterfield, Glen and Susan E. Hida; 8(5), 273-80 (2003). sis, Michael C. Constantinou, Mustafa Erdik, Full-Scale Testing of Procedures for Assembling Eser Durukal, and Murat Dicleli; 8(4), 182-90 Trunnion-Hub-Girder in Bascule Bridges. Chang, C. C. (2003). —Glen Besterfield, Sanjeev Nichani, Autar K. Tuned Mass Dampers for Dual-Mode Buffeting Kaw, and Thomas Eason; 8(4), 204-11 (2003). Control of Bridges. —C. C. Chang, M. Gu, and Eason, Thomas K. H. Tang; 8(4), 237-40 (2003). Full-Scale Testing of Procedures for Assembling Billington, David P. Trunnion-Hub-Girder in Bascule Bridges. Conceptual Design for the Sunniberg Bridge. Cohen, Harry —Glen Besterfield, Sanjeev Nichani, Autar K. —Chelsea Honigmann and David P. Billington; Predicting Truck Load Spectra under Weight Limit Kaw, and Thomas Eason; 8(4), 204-11 (2003). 8(3), 122-30 (2003). Changes and Its Application to Steel Bridge Fa- Emerson, Mary tigue Assessment. —Harry Cohen, Gongkang Billington, Sarah L. Discussion of “Measurements of Thermal Gradi- Fu, Wassem Dekelbab, and Fred Moses; 8(5), Unbonded Posttensioned Concrete Bridge Piers. I: ents and their Effects on Segmental Concrete 312-22 (2003). Monotonic and Cyclic Analyses. —Wing-Pin Bridge” by Carin L. Roberts-Wollman, John E. Kwan and Sarah L. Billington; 8(2), 92-101 Constantinou, Michael C. Breen, and Jason Cawrse. —Brian W. Smith and (2003). Assessment of Performance of Seismic Isolation Mary Emerson; 8(5), 340-1 (2003). Unbonded Posttensioned Concrete Bridge Piers. II: System of Bolu Viaduct. —Panayiotis C. Rous- Erdik, Mustafa Seismic Analyses. —Wing-Pin Kwan and Sarah sis, Michael C. Constantinou, Mustafa Erdik, Assessment of Performance of Seismic Isolation L. Billington; 8(2), 102-11 (2003). Eser Durukal, and Murat Dicleli; 8(4), 182-90 System of Bolu Viaduct. —Panayiotis C. Rous- (2003). Breen, John E. sis, Michael C. Constantinou, Mustafa Erdik, Closure to ‘“‘Measurements of Thermal Gradients Cruz, Paulo J. S. Eser Durukal, and Murat Dicleli; 8(4), 182-90 and their Effects on Segmental Concrete Fiber Optic Sensors for Bridge Monitoring. —Joan (2003). Bridge” by Carin L. Roberts- Wollman, John E. R. Casas and Paulo J. S. Cruz; 8(6), 362-73 Ertekin, Oguz Breen, and Jason Cawrse. —Carin L. Roberts- (2003). Model Validation for Bridge-Road-Vehicle Dy- Wollman, John E. Breen, and Jason Cawrse; Dekelbab, Wassem namic Interaction System. —Hani H. Nassif, 8(5), 341-2 (2003). Predicting Truck Load Spectra under Weight Limit Ming Liu, and Oguz Ertekin; 8(2), 112-20 Brownjohn, James Mark William Changes and Its Application to Steel Bridge Fa- (2003). Assessment of Highway Bridge Upgrading by Dy- tigue Assessment. —Harry Cohen, Gongkang Estes, Allen C. namic Testing and Finite-Element Model Fu, Wassem Dekelbab, and Fred Moses; 8(5), Updating Bridge Reliability Based on Bridge Man- Updating. — James Mark William Brownjohn, 312-22 (2003). agement Systems Visual Inspection Results. Pilate Moyo, Piotr Omenzetter, and Yong Lu; Demitz, J. R. —Allen C. Estes and Dan M. Frangopol; 8(6), 8(3), 162-72 (2003). Deflection Requirements for Bridges Constructed 374-82 (2003). : Buckland, Peter G. with Advanced Composite Materials. —J. R. Fan, Lichu Increasing the Load Capacity of Suspension Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), Natural Frequency of Railway Girder Bridges Bridges. — Peter G. Buckland; 8(5), 288-96 73-83 (2003). under Vehicle Loads. —Jianzhong Li, Mubiao (2003). DesRoches, Reginald Su, and Lichu Fan; 8(4), 199-203 (2003). Camo, Sante Full-Scale Tests of Seismic Cable Restrainer Retro- Fisher, John W. Probabilistic Strength Estimates and Reliability of fits for Simply Supported Bridges. —Reginald Full-Scale Fatigue Tests of Steel Orthotropic Decks Damaged Parallel Wire Cables. —Sante Camo; DesRoches, Thomas Pfeifer ,R oberto T. Leon, for the Williamsburg Bridge. —Paul A. Tsako- 8(5), 297-311 (2003). and Tam Lam; 8(4), 191-8 (2003). poulos and John W. Fisher; 8(5), 323-33 (2003). 424 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 Frangopol, Dan M. Janjic, D. Liu, G. D. Updating Bridge Reliability Based on Bridge Man- Optimization of Cable Tensioning in Cable-Stayed Construction Control of Reinforced Concrete Arch agement Systems Visual Inspection Results. — Bridges. — D. Janjic, M. Pircher, and H. Pircher; Bridges. — F. T. K. Au,J .J . Wang, and G. D. Liu; Allen C. Estes and Dan M. Frangopol; 8(6), 8(3), 131-7 (2003). 8(1), 39-45 (2003). 374-82 (2003). Jauregui, David V. Liu, Ming Rating and Reliability of Existing Bridges in a Noncontact Photogrammetric Measurement of Ver- Model Validation for Bridge-Road-Vehicle Dy- Network. — Ferhat Akgul and Dan M. tical Bridge Deflection. — David V. Jauregui, namic Interaction System. — Hani H. Nassif, Frangopol; 8(6), 383-93 (2003). Kenneth R. White, Clinton B. Woodward, and Ming Liu, and Oguz Ertekin; 8(2), 112-20 Fu, Gongkang Kenneth R. Leitch; 8(4), 212-22 (2003). (2003). Predicting Truck Load Spectra under Weight Limit Kaw, Autar K. Lounis, Z. Changes and Its Application to Steel Bridge Fa- tigue Assessment. — Harry Cohen, Gongkang Full-Scale Testing of Procedures for Assembling Identification of Environmental Categories for Fu, Wassem Dekelbab, and Fred Moses; 8(5), Trunnion-Hub-Girder in Bascule Bridges. — Markovian Deterioration Models of Bridge 312-22 (2003). Glen Besterfield, Sanjeev Nichani, Autar K. Decks. — G. Morcous, Z. Lounis, and M. S. Kaw, and Thomas Eason; 8(4), 204-11 (2003). Mirza; 8(6), 353-61 (2003). Fu, Kuan-Chen Kennedy, John B. Nonlinear Finite-Element Analysis for Highway Lovejoy, Steven C. Design for Shear in Curved Composite Multiple Bridge Superstructures. — Kuan-Chen Fu and Determining Appropriate Fatigue Inspection Inter- Steel Box Girder Bridges. — Khaled Sennah, Feng Lu; 8(3), 173-9 (2003). vals for Steel Bridge Members. — Steven C. John B. Kennedy, and Said Nour; 8(3), 144-52 Lovejoy; 8(2), 66-72 (2003). Garcia-Legl, Hildrun (2003). Inspection and Process of Tension of Cables of Lu, Feng Kerr, Richard General Rafael Urdaneta Bridge. — Antonio Nonlinear Finite-Element Analysis for Highway Florida DOT Project-Level Bridge Management Sarcos-Portillo, Alfredo Navarro-Cerpa, and Bridge Superstructures. — Kuan-Chen Fu and Models. — Paul D. Thompson, John O. Sobanjo, Hildrun Garcia-Leg]; 8(4), 223-8 (2003). Feng Lu; 8(3), 173-9 (2003). and Richard Kerr; 8(6), 345-52 (2003). Gergess, Antoine N. Lu, Yong Khaloo, Ali R. Finite-Element Modeling of Heat-Curved Assessment of Highway Bridge Upgrading by Dy- Load Distribution Factors in Simply Supported I-Girders. — Rajan Sen, Antoine N. Gergess, namic Testing and Finite-Element Model Skew Bridges. —Ali R. Khaloo and H. and Camille Issa; 8(3), 153-61 (2003). Updating. — James Mark William Brownjohn, Mirzabozorg; 8(4), 241-4 (2003). Pilate Moyo, Piotr Omenzetter, and Yong Lu; Gillespie, J. W. King, W. S. 8(3), 162-72 (2003). Deflection Requirements for Bridges Constructed Experimental Investigations of Bailey Bridges. with Advanced Composite Materials. —J. R. Meda, A. —W. S. King and L. Duan; 8(5), 334-9 (2003). Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), Design and Construction of a Bridge in Very High 73-83 (2003). Kwan, Wing-Pin Performance Fiber-Reinforced Concrete. —A. Unbonded Posttensioned Concrete Bridge Piers. I: Meda and G. Rosati; 8(5), 281-7 (2003). Griggs, Francis E., Jr. Monotonic and Cyclic Analyses. —Wing-Pin Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), Kwan and Sarah L. Billington; 8(2), 92-101 Mertz, D. R. 2-11 (2003). (2003). Deflection Requirements for Bridges Constructed Gu, M. Unbonded Posttensioned Concrete Bridge Piers. II: with Advanced Composite Materials. —J. R. Tuned Mass Dampers for Dual-Mode Buffeting Seismic Analyses. —Wing-Pin Kwan and Sarah Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), Control of Bridges. —C. C. Chang, M. Gu, and L. Billington; 8(2), 102-11 (2003). 73-83 (2003). K. H. Tang; 8(4), 237-40 (2003). Lam, Tam Mertz, Dennis R. Hastak, Makarand Full-Scale Tests of Seismic Cable Restrainer Retro- Editor’s Note. —Dennis R. Mertz; 8(1), 1 (2003). State of Practice for Positive Moment Connections fits for Simply Supported Bridges. —Reginald Editor's Note. —Dennis R. Mertz: 8(3), 121 in Prestressed Concrete Girders Made DesRoches, Thomas Pfeifer ,R oberto T. Leon, (2003). Continuous. — Makarand Hastak, Amir Mirmi- and Tam Lam; 8(4), 191-8 (2003). Editor's Note. —Dennis R. Mertz; 8(4), 181 ran, Richard Miller, Ronak Shah, and Reid (2003). Leitch, Kenneth R. Castrodale; 8(5), 267-72 (2003). Noncontact Photogrammetric Measurement of Ver- Miller, Richard Hida, Susan E. tical Bridge Deflection. —David V. Jauregui, State of Practice for Positive Moment Connections Live-Load Distribution Factors for Concrete Box- Kenneth R. White, Clinton B. Woodward, and in Prestressed Concrete Girders Made Girder Bridges. —Shin-Tai Song, Y. H. Chai, Kenneth R. Leitch; 8(4), 212-22 (2003). Continuous. — Makarand Hastak, Amir Mirmi- and Susan E. Hida; 8(5), 273-80 (2003). ran, Richard Miller, Ronak Shah, and Reid Leon, Roberto T. Castrodale: 8(5), 267-72 (2003). Higgins, Christopher Full-Scale Tests of Seismic Cable Restrainer Retro- LRFD Orthotropic Plate Model for Live Load Mo- fits for Simply Supported Bridges. —Reginald Mirmiran, Amir ment in Filled Grid Decks. —Christopher DesRoches, Thomas Pfeifer ,R oberto T. Leon, State of Practice for Positive Moment Connections Higgins; 8(1), 20-8 (2003). and Tam Lam; 8(4), 191-8 (2003). in Prestressed Concrete Girders Made Honigmann, Chelsea Leoni, Graziano Continuous. — Makarand Hastak, Amir Mirmi- Conceptual Design for the Sunniberg Bridge. Local Effects Induced by Longitudinal Forces in ran, Richard Miller, Ronak Shah, and Reid —Chelsea Honigmann and David P. Billington; Composite Girders. —Luigino Dezi and Gra- Castrodale; 8(5), 267-72 (2003). 8(3), 122-30 (2003). ziano Leoni; 8(4), 245-8 (2003). Mirza, M. S. Issa, Camille Li, Jianzhong Identification of Environmental Categories for Finite-Element Modeling of Heat-Curved Natural Frequency of Railway Girder Bridges Markovian Deterioration Models of Bridge I-Girders. — Rajan Sen, Antoine N. Gergess, under Vehicle Loads. —Jianzhong Li, Muviao Decks. — G. Morcous, Z. Lounis, and M. S. and Camille Issa; 8(3), 153-61 (2003). Su, and Lichu Fan; 8(4), 199-203 (2003). Mirza; 8(6), 353-61 (2003). Jajich, D. Limongelli, M. P. Mirzabozorg, H. Measurement and Analysis of Distortion-Induced Assessment of Shear Forces on Bridge Abutments: Load Distribution Factors in Simply Supported Fatigue in Multigirder Steel Bridges. —D. Jajich Simplified Method. —G. Benzoni, M. P. Limon- Skew Bridges. —Ali R. Khaloo and H. and A. E. Schultz; 8(2), 84-91 (2003). gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). Mirzabozorg; 8(4), 241-4 (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 425 Morcous, G. Roberts-Wollman, Carin L. Stewart, Mark G. Identification of Environmental Categories for Closure to ‘“‘Measurements of Thermal Gradients Multiple Limit States and Expected Failure Costs Markovian Deterioration Models of Bridge and their Effects on Segmental Concrete for Deteriorating Reinforced Concrete Bridges. Decks. — G. Morcous, Z. Lounis, and M. S. Bridge” by Carin L. Roberts- Wollman, John E. — Mark G. Stewart and Dimitri V. Val; 8(6), Mirza; 8(6), 353-61 (2003). Breen, and Jason Cawrse. — Carin L. Roberts- 405-15 (2003). Moses, Fred Wollman, John E. Breen, and Jason Cawrse; Su, Mubiao Predicting Truck Load Spectra under Weight Limit 8(5), 341-2 (2003). Natural Frequency of Railway Girder Bridges Changes and Its Application to Steel Bridge Fa- Roddis, W. M. Kim under Vehicle Loads. — Jianzhong Li, Mubiao tigue Assessment. — Harry Cohen, Gongkang Finite-Element Analysis of Steel Bridge Distortion- Su, and Lichu Fan; 8(4), 199-203 (2003). Fu, Wassem Dekelbab, and Fred Moses; 8(5), Induced Fatigue. — W. M. Kim Roddis and Yuan 312-22 (2003). Zhao; 8(5), 259-66 (2003). Tang, K. H. Tuned Mass Dampers for Dual-Mode Buffeting Moyo, Pilate Roeder, Charles W. Control of Bridges. — C. C. Chang, M. Gu, and Assessment of Highway Bridge Upgrading by Dy- Proposed Design Method for Thermal Bridge K. H. Tang; 8(4), 237-40 (2003). namic Testing and Finite-Element Model Movements. — Charles W. Roeder; 8(1), 12-9 Updating. — James Mark William Brownjohn, (2003). Thompson, Paul D. Pilate Moyo, Piotr Omenzetter, and Yong Lu; Florida DOT Project-Level Bridge Management Rosati, G. 8(3), 162-72 (2003). Models. — Paul D. Thompson, John O. Sobanjo, Design and Construction of a Bridge in Very High Nassif, Hani H. Performance Fiber-Reinforced Concrete. — A. and Richard Kerr; 8(6), 345-52 (2003). Model Validation for Bridge-Road-Vehicle Dy- Meda and G. Rosati; 8(5), 281-7 (2003). Tindal, Troy T. namic Interaction System. — Hani H. Nassif, Roussis, Panayiotis C. Thermal Effects on Skewed Steel Highway Bridges Ming Liu, and Oguz Ertekin; 8(2), 112-20 Assessment of Performance of Seismic Isolation and Bearing Orientation. — Troy T. Tindal and (2003). System of Bolu Viaduct. —Panayiotis C. Rous- Chai H. Yoo; 8(2), 57-65 (2003). Navarro-Cerpa, Alfredo sis, Michael C. Constantinou, Mustafa Erdik, Tsakopoulos, Paul A. Inspection and Process of Tension of Cables of Eser Durukal, and Murat Dicleli; 8(4), 182-90 Full-Scale Fatigue Tests of Steel Orthotropic Decks General Rafael Urdaneta Bridge. — Antonio (2003). for the Williamsburg Bridge. —Paul A. Tsako- Sarcos-Portillo, Alfredo Navarro-Cerpa, and Hildrun Garcia-Leg]; 8(4), 223-8 (2003). Sarcos-Portillo, Antonio poulos and John W. Fisher; 8(5), 323-33 (2003). Inspection and Process of Tension of Cables of Nichani, Sanjeev Val, Dimitri V. General Rafael Urdaneta Bridge. —Antonio Full-Scale Testing of Procedures for Assembling Multiple Limit States and Expected Failure Costs Sarcos-Portillo, Alfredo Navarro-Cerpa, and Trunnion-Hub-Girder in Bascule Bridges. for Deteriorating Reinforced Concrete Bridges. Hildrun Garcia-Legl; 8(4), 223-8 (2003). —Glen Besterfield, Sanjeev Nichani, Autar K. —Mark G. Stewart and Dimitri V. Val; 8(6), Kaw, and Thomas Eason; 8(4), 204-11 (2003). Schultz, A. E. 405-15 (2003). Measurement and Analysis of Distortion-Induced Nour, Said Fatigue in Multigirder Steel Bridges. —D. Jajich Wang, J. J. Design for Shear in Curved Composite Multiple and A. E. Schultz; 8(2), 84-91 (2003). Construction Control of Reinforced Concrete Arch Steel Box Girder Bridges. —Khaled Sennah, Bridges. —F. T. K. Au, J. J. Wang, and G. D. Liu; John B. Kennedy, and Said Nour; 8(3), 144-52 Sen, Rajan 8(1), 39-45 (2003). (2003). Finite-Element Modeling of Heat-Curved I-Girders. — Rajan Sen, Antoine N. Gergess, White, Kenneth R. Omenzetter, Piotr and Camille Issa; 8(3), 153-61 (2003). Noncontact Photogrammetric Measurement of Ver- Assessment of Highway Bridge Upgrading by Dy- namic Testing and Finite-Element Model Sennah, Khaled tical Bridge Deflection. —David V. Jauregui, Updating. — James Mark William Brownjohn, Design for Shear in Curved Composite Multiple Kenneth R. White, Clinton B. Woodward, and Pilate Moyo, Piotr Omenzetter, and Yong Lu; Steel Box Girder Bridges. —Khaled Sennah, Kenneth R. Leitch; 8(4), 212-22 (2003). 8(3), 162-72 (2003). John B. Kennedy, and Said Nour; 8(3), 144-52 Woodward, Clinton B. Peterson, Bruce E. (2003). Noncontact Photogrammetric Measurement of Ver- Changes. —Bruce E. Peterson; 8(5), 252-5 (2003). Shah, Ronak tical Bridge Deflection. —David V. Jauregui, Editor’s Note. —Bruce E. Peterson; 8(5), 256-8 State of Practice for Positive Moment Connections Kenneth R. White, Clinton B. Woodward, and (2003). in Prestressed Concrete Girders Made Kenneth R. Leitch; 8(4), 212-22 (2003). Pfeifer , Thomas Continuous. — Makarand Hastak, Amir Mirmi- Wu, Z. S. Full-Scale Tests of Seismic Cable Restrainer Retro- ran, Richard Miller, Ronak Shah, and Reid Neural Networks for Decentralized Control of fits for Simply Supported Bridges. —Reginald Castrodale; 8(5), 267-72 (2003). Cable-Stayed Bridge. —B. Xu, Z. S. Wu, and K. DesRoches, Thomas Pfeifer , Roberto T. Leon, Sherif, Alaa Yokoyama; 8(4), 229-36 (2003). and Tam Lam; 8(4), 191-8 (2003). Stability of Slender Webs of Prestressed Concrete Xia, H. Pircher, H. Box-Girder Bridges. —Walter Dilger and Alaa Dynamic Response of Suspension Bridge to High Optimization of Cable Tensioning in Cable-Stayed Sherif; 8(3), 138-43 (2003). Wind and Running Train. —Y. L. Xu, H. Xia, Bridges. —D. Janjic, M. Pircher, and H. Pircher; Smith, Brian W. and Q. S. Yan; 8(1), 46-55 (2003). 8(3), 131-7 (2003). Discussion of “‘Measurements of Thermal Gradi- Pircher, M. ents and their Effects on Segmental Concrete Xu, B. Optimization of Cable Tensioning in Cable-Stayed Bridge” by Carin L. Roberts-Wollman, John E. Neural Networks for Decentralized Control of Bridges. —D. Janjic, M. Pircher, and H. Pircher; Breen, and Jason Cawrse. —Brian W. Smith and Cable-Stayed Bridge. —B. Xu, Z. S. Wu, and K. 8(3), 131-7 (2003). Mary Emerson; 8(5), 340-1 (2003). Yokoyama; 8(4), 229-36 (2003). Popescu, Clara Sobanjo, John O. Xu, Y. L. Risk-Based Expenditure Allocation for Infrastruc- Florida DOT Project-Level Bridge Management Dynamic Response of Suspension Bridge to High ture Improvement. —Bilal M. Ayyub and Clara Models. — Paul D. Thompson, John O. Sobanjo, Wind and Running Train. —Y. L. Xu, H. Xia, Popescu; 8(6), 394-404 (2003). and Richard Kerr; 8(6), 345-52 (2003). and Q. S. Yan; 8(1), 46-55 (2003). Priestley, M. J. N. Song, Shin-Tai Yan, Q. S. Assessment of Shear Forces on Bridge Abutments: Live-Load Distribution Factors for Concrete Box- Dynamic Response of Suspension Bridge to High Simplified Method. —G. Benzoni, M. P. Limon- Girder Bridges. —Shin-Tai Song, Y. H. Chai, Wind and Running Train. —Y. L. Xu, H. Xia, gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). and Susan E. Hida; 8(5), 273-80 (2003). and Q. S. Yan; 8(1), 46-55 (2003). 426 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 Yokoyama, K. Yoo, Chai H. Zhao, Yuan Neural Networks for Decentralized Control of Thermal Effects on Skewed Steel Highway Bridges Finite-Element Analysis of Steel Bridge Distortion- Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and and Bearing Orientation. — Troy T. Tindal and Induced Fatigue—. W . M. Kim Roddis and Yuan K. Yokoyama; 8(4), 229-36 (2003). Chai H. Yoo; 8(2), 57-65 (2003). Zhao; 8(5), 259-66 (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 427

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2003 ANNUAL INDEX Civil Engineering Database Subject Heading Index The Civil Engineering Database (CEDB) is Bridge construction Bridges designed to provide free, easy bibliographic Design and Construction of a Bridge in Very High Proposed Design Method for Thermal Bridge access to all ASCE publications. The database Performance Fiber-Reinforced Concrete. — A. Movements. — Charles W. Roeder; 8(1), 12-9 covers ASCE documents published since 1970. It Meda and G. Rosati; 8(5), 281-7 (2003). (2003). provides access to all the journals, conference Bridge decks Full-Scale Tests of Seismic Cable Restrainer Retro- proceedings, books, standards, manuals, LRFD Orthotropic Plate Model for Live Load Mo- fits for Simply Supported Bridges. — Reginald magazines, and newspapers. The index terms ment in Filled Grid Decks. — Christopher DesRoches, Thomas Pfeifer ,R oberto T. Leon, below were assigned to papers published in this Higgins; 8(1), 20-8 (2003). and Tam Lam; 8(4), 191-8 (2003). journal during 2003 from a CEDB subject Nonlinear Finite-Element Analysis for Highway Noncontact Photogrammetric Measurement of Ver- heading list. The CEDB and subject heading list Bridge Superstructures. — Kuan-Chen Fu and tical Bridge Deflection. — David V. Jauregui, can be accessed on the Web = at Feng Lu; 8(3), 173-9 (2003). Kenneth R. White, Clinton B. Woodward, and http://www. pubs.asce.org/cedbsrch.html. Full-Scale Fatigue Tests of Steel Orthotropic Decks Kenneth R. Leitch; 8(4), 212-22 (2003). for the Williamsburg Bridge. — Paul A. Tsako- Experimental Investigations of Bailey Bridges. — Anchorage poulos and John W. Fisher; 8(5), 323-33 (2003). W. S. King and L. Duan; 8(5), 334-9 (2003). Inspection and Process of Tension of Cables of Identification of Environmental Categories for Florida DOT Project-Level Bridge Management General Rafael Urdaneta Bridge. —Antonio Markovian Deterioration Models of Bridge Models. — Paul D. Thompson, John O. Sobanjo, Sarcos-Portillo, Alfredo Navarro-Cerpa, and Decks. — G. Morcous, Z. Lounis, and M. S. and Richard Kerr; 8(6), 345-52 (2003). Hildrun Garcia-Legl; 8(4), 223-8 (2003). Mirza; 8(6), 353-61 (2003). Rating and Reliability of Existing Bridges in a Assessment Bridge design Network. — Ferhat Akgul and Dan M. Assessment of Highway Bridge Upgrading by Dy- Design for Shear in Curved Composite Multiple Frangopol; 8(6), 383-93 (2003). namic Testing and Finite-Element Model Steel Box Girder Bridges. — Khaled Sennah, Bridges, arch Updating. — James Mark William Brownjohn, John B. Kennedy, and Said Nour; 8(3), 144-52 Construction Control of Reinforced Concrete Arch Pilate Moyo, Piotr Omenzetter, and Yong Lu; (2003). Bridges. — F. T. K. Au, J. J. Wang, and G. D. Liu; 8(3), 162-72 (2003). Full-Scale Testing of Procedures for Assembling 8(1), 39-45 (2003). Predicting Truck Load Spectra under Weight Limit Trunnion-Hub-Girder in Bascule Bridges. Changes and Its Application to Steel Bridge Fa- Bridges, box girder —Glen Besterfield, Sanjeev Nichani, Autar K. tigue Assessment. —Harry Cohen, Gongkang Design for Shear in Curved Composite Multiple Kaw, and Thomas Eason; 8(4), 204-11 (2003). Fu, Wassem Dekelbab, and Fred Moses; 8(5), Steel Box Girder Bridges. —Khaled Sennah, Tuned Mass Dampers for Dual-Mode Buffeting 312-22 (2003). John B. Kennedy, and Said Nour; 8(3), 144-52 Control of Bridges. —C. C. Chang, M. Gu, and Risk-Based Expenditure Allocation for Infrastruc- (2003). K. H. Tang; 8(4), 237-40 (2003). ture Improvement. —Bilal M. Ayyub and Clara Bridges, cable-stayed Design and Construction of a Bridge in Very High Popescu; 8(6), 394-404 (2003). Conceptual Design for the Sunniberg Bridge. Performance Fiber-Reinforced Concrete. —A. Beams Meda and G. Rosati; 8(5), 281-7 (2003). —Chelsea Honigmann and David P. Billington; Local Effects Induced by Longitudinal Forces in 8(3), 122-30 (2003). Composite Girders. —Luigino Dezi and Gra- Bridge failure Optimization of Cable Tensioning in Cable-Stayed ziano Leoni; 8(4), 245-8 (2003). Predicting Truck Load Spectra under Weight Limit Bridges. —D. Janjic, M. Pircher, and H. Pircher; Design and Construction of a Bridge in Very High Changes and Its Application to Steel Bridge Fa- 8(3), 131-7 (2003). Performance Fiber-Reinforced Concrete. —A. tigue Assessment. —Harry Cohen, Gongkang Inspection and Process of Tension of Cables of Meda and G. Rosati; 8(5), 281-7 (2003). Fu, Wassem Dekelbab, and Fred Moses; 8(5), General Rafael Urdaneta Bridge. —Antonio 312-22 (2003). Bearing capacity Sarcos-Portillo, Alfredo Navarro-Cerpa, and Multiple Limit States and Expected Failure Costs Thermal Effects on Skewed Steel Highway Bridges Hildrun Garcia-Legl; 8(4), 223-8 (2003). for Deteriorating Reinforced Concrete Bridges. and Bearing Orientation. —Troy T. Tindal and Neural Networks for Decentralized Control of Chai H. Yoo; 8(2), 57-65 (2003). Mark G. Stewart and Dimitri V. Val; 8(6), Cable-Stayed Bridge. —B. Xu, Z. S. Wu, and K. Experimental Investigations of Bailey Bridges. 405-15 (2003). Yokoyama; 8(4), 229-36 (2003). —W. S. King and L. Duan; 8(5), 334-9 (2003). Bridge inspection Probabilistic Strength Estimates and Reliability of Box girders Fiber Optic Sensors for Bridge Monitoring. —Joan Damaged Parallel Wire Cables. —Sante Camo; Stability of Slender Webs of Prestressed Concrete R. Casas and Paulo J. S. Cruz; 8(6), 362-73 8(5), 297-311 (2003). Box-Girder Bridges. —Walter Dilger and Alaa (2003). Sherif; 8(3), 138-43 (2003). Updating Bridge Reliability Based on Bridge Man- Bridges, cantilever Inspection and Process of Tension of Cables of agement Systems Visual Inspection Results. Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), General Rafael Urdaneta Bridge. —Antonio —Allen C. Estes and Dan M. Frangopol; 8(6), 2-11 (2003). Sarcos-Portillo, Alfredo Navarro-Cerpa, and 374-82 (2003). Bridges, composite Hildrun Garcia-Leg]; 8(4), 223-8 (2003). Bridge piers Deflection Requirements for Bridges Constructed Live-Load Distribution Factors for Concrete Box- Unbonded Posttensioned Concrete Bridge Piers. I: with Advanced Composite Materials. —J. R. Girder Bridges. —Shin-Tai Song, Y. H. Chai, Monotonic and Cyclic Analyses. —-Wing-Pin Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), and Susan E. Hida; 8(5), 273-80 (2003). Kwan and Sarah L. Billington; 8(2), 92-101 73-83 (2003). Bridge abutments (2003). Design for Shear in Curved Composite Multiple Assessment of Shear Forces on Bridge Abutments: Unbonded Posttensioned Concrete Bridge Piers. II: Steel Box Girder Bridges. —Khaled Sennah, Simplified Method. —G. Benzoni, M. P. Limon- Seismic Analyses. —Wing-Pin Kwan and Sarah John B. Kennedy, and Said Nour; 8(3), 144-52 gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). L. Billington; 8(2), 102-11 (2003). (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 419 Bridges, concrete Bridges, spans Composite materials Unbonded Posttensioned Concrete Bridge Piers. I: Tuned Mass Dampers for Dual-Mode Buffeting Deflection Requirements for Bridges Constructed Monotonic and Cyclic Analyses. — Wing-Pin Control of Bridges. — C. C. Chang, M. Gu, and with Advanced Composite Materials. — J. R. Kwan and Sarah L. Billington; 8(2), 92-101 K. H. Tang; 8(4), 237-40 (2003). Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), (2003). Bridges, steel 73-83 (2003). Unbonded Posttensioned Concrete Bridge Piers. II: Thermal Effects on Skewed Steel Highway Bridges Local Effects Induced by Longitudinal Forces in Seismic Analyses. — Wing-Pin Kwan and Sarah and Bearing Orientation. — Troy T. Tindal and Composite Girders. — Luigino Dezi and Gra- L. Billington; 8(2), 102-11 (2003). Chai H. Yoo; 8(2), 57-65 (2003). ziano Leoni; 8(4), 245-8 (2003). State of Practice for Positive Moment Connections Determining Appropriate Fatigue Inspection Inter- Computation in Prestressed Concrete Girders Made vals for Steel Bridge Members. — Steven C. Risk-Based Expenditure Allocation for Infrastruc- Continuous. — Makarand Hastak, Amir Mirmi- Lovejoy; 8(2), 66-72 (2003). ture Improvement. — Bilal M. Ayyub and Clara ran, Richard Miller, Ronak Shah, and Reid Measurement and Analysis of Distortion-Induced Popescu; 8(6), 394-404 (2003). Castrodale; 8(5), 267-72 (2003). Fatigue in Multigirder Steel Bridges. — D. Ja- Conceptual design Live-Load Distribution Factors for Concrete Box- jich and A. E. Schultz; 8(2), 84-91 (2003). Conceptual Design for the Sunniberg Bridge. — Girder Bridges. — Shin-Tai Song, Y. H. Chai, Design for Shear in Curved Composite Multiple Chelsea Honigmann and David P. Billington; and Susan E. Hida; 8(5), 273-80 (2003). Steel Box Girder Bridges. — Khaled Sennah, 8(3), 122-30 (2003). Multiple Limit States and Expected Failure Costs John B. Kennedy, and Said Nour; 8(3), 144-52 Concrete structures for Deteriorating Reinforced Concrete Bridges. (2003). Conceptual Design for the Sunniberg Bridge. — — Mark G. Stewart and Dimitri V. Val; 8(6), Finite-Element Modeling of Heat-Curved Chelsea Honigmann and David P. Billington; 405-15 (2003). I-Girders. — Rajan Sen, Antoine N. Gergess, 8(3), 122-30 (2003). Bridges, girder and Camille Issa; 8(3), 153-61 (2003). Concrete, precast Stability of Slender Webs of Prestressed Concrete Finite-Element Analysis of Steel Bridge Distortion- State of Practice for Positive Moment Connections Box-Girder Bridges. — Walter Dilger and Alaa Induced Fatigue. —W. M. Kim Roddis and Yuan in Prestressed Concrete Girders Made Sherif; 8(3), 138-43 (2003). Zhao; 8(5), 259-66 (2003). Continuous. — Makarand Hastak, Amir Mirmi- Finite-Element Modeling of Heat-Curved Predicting Truck Load Spectra under Weight Limit ran, Richard Miller, Ronak Shah, and Reid I-Girders. — Rajan Sen, Antoine N. Gergess, Changes and Its Application to Steel Bridge Fa- Castrodale; 8(5), 267-72 (2003). and Camille Issa; 8(3), 153-61 (2003). tigue Assessment. —Harry Cohen, Gongkang Concrete, prestressed Natural Frequency of Railway Girder Bridges Fu, Wassem Dekelbab, and Fred Moses; 8(5), Stability of Slender Webs of Prestressed Concrete 312-22 (2003). Box-Girder Bridges. —Walter Dilger and Alaa under Vehicle Loads. —Jianzhong Li, Mubiao Su, and Lichu Fan; 8(4), 199-203 (2003). Bridges, suspension Sherif; 8(3), 138-43 (2003). Finite-Element Analysis of Steel Bridge Distortion- Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), State of Practice for Positive Moment Connections Induced Fatigue. —W. M. Kim Roddis and Yuan 2-11 (2003). in Prestressed Concrete Girders Made Zhao; 8(5), 259-66 (2003). Dynamic Response of Suspension Bridge to High Continuous. — Makarand Hastak, Amir Mirmi- Live-Load Distribution Factors for Concrete Box- Wind and Running Train. —Y. L. Xu, H. Xia, ran, Richard Miller, Ronak Shah, and Reid Girder Bridges. —Shin-Tai Song, Y. H. Chai, and Q. S. Yan; 8(1), 46-55 (2003). Castrodale; 8(5), 267-72 (2003). and Susan E. Hida; 8(5), 273-80 (2003). Increasing the Load Capacity of Suspension Concrete, reinforced Bridges. — Peter G. Buckland; 8(5), 288-96 Construction Control of Reinforced Concrete Arch Bridges, highway (2003). Bridges. —F. T. K. Au, J. J. Wang, and G. D. Liu; Thermal Effects on Skewed Steel Highway Bridges and Bearing Orientation. —Troy T. Tindal and Bridges, truss 8(1), 39-45 (2003). Chai H. Yoo; 8(2), 57-65 (2003). Stability of Slender Webs of Prestressed Concrete Design and Construction of a Bridge in Very High Model Validation for Bridge-Road-Vehicle Dy- Box-Girder Bridges. —Walter Dilger and Alaa Performance Fiber-Reinforced Concrete. —A. namic Interaction System. —Hani H. Nassif, Sherif; 8(3), 138-43 (2003). Meda and G. Rosati; 8(5), 281-7 (2003). Connections Ming Liu, and Oguz Ertekin; 8(2), 112-20 Bridges, viaduct Local Effects Induced by Longitudinal Forces in (2003). Assessment of Performance of Seismic Isolation Composite Girders. —Luigino Dezi and Gra- Assessment of Highway Bridge Upgrading by Dy- System of Bolu Viaduct. —Panayiotis C. Rous- ziano Leoni; 8(4), 245-8 (2003). namic Testing and Finite-Element Model sis, Michael C. Constantinou, Mustafa Erdik, State of Practice for Positive Moment Connections Updating. — James Mark William Brownjohn, Eser Durukal, and Murat Dicleli; 8(4), 182-90 in Prestressed Concrete Girders Made Pilate Moyo, Piotr Omenzetter, and Yong Lu; (2003). Continuous. — Makarand Hastak, Amir Mirmi- 8(3), 162-72 (2003). Buffeting ran, Richard Miller, Ronak Shah, and Reid Nonlinear Finite-Element Analysis for Highway Tuned Mass Dampers for Dual-Mode Buffeting Castrodale; 8(5), 267-72 (2003). Bridge Superstructures. —Kuan-Chen Fu and Control of Bridges. —C. C. Chang, M. Gu, and Construction management Feng Lu; 8(3), 173-9 (2003). K. H. Tang; 8(4), 237-40 (2003). Construction Control of Reinforced Concrete Arch Updating Bridge Reliability Based on Bridge Man- Cables Bridges. —F. T. K. Au, J. J. Wang, and G. D. Liu; agement Systems Visual Inspection Results. Full-Scale Tests of Seismic Cable Restrainer Retro- 8(1), 39-45 (2003). —Allen C. Estes and Dan M. Frangopol; 8(6), fits for Simply Supported Bridges. —Reginald Continuous structures 374-82 (2003). DesRoches, Thomas Pfeifer ,R oberto T. Leon, State of Practice for Positive Moment Connections Bridges, railroad and Tam Lam; 8(4), 191-8 (2003). in Prestressed Concrete Girders Made Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), Probabilistic Strength Estimates and Reliability of Continuous. — Makarand Hastak, Amir Mirmi- 2-11 (2003). Damaged Parallel Wire Cables. —Sante Camo; ran, Richard Miller, Ronak Shah, and Reid Natural Frequency of Railway Girder Bridges 8(5), 297-311 (2003). Castrodale; 8(5), 267-72 (2003). under Vehicle Loads. —Jianzhong Li, Mubiao California Contraction Su, and Lichu Fan; 8(4), 199-203 (2003). Live-Load Distribution Factors for Concrete Box- Proposed Design Method for Thermal Bridge Bridges, skew Girder Bridges. —Shin-Tai Song, Y. H. Chai, Movements. — Charles W. Roeder; 8(1), 12-9 Thermal Effects on Skewed Steel Highway Bridges and Susan E. Hida; 8(5), 273-80 (2003). (2003). and Bearing Orientation. —Troy T. Tindal and Colorado Corrosion Chai H. Yoo; 8(2), 57-65 (2003). Updating Bridge Reliability Based on Bridge Man- Multiple Limit States and Expected Failure Costs Load Distribution Factors in Simply Supported agement Systems Visual Inspection Results. for Deteriorating Reinforced Concrete Bridges. Skew Bridges. —Ali R. Khaloo and H. —Allen C. Estes and Dan M. Frangopol; 8(6), —Mark G. Stewart and Dimitri V. Val; 8(6), Mirzabozorg; 8(4), 241-4 (2003). 374-82 (2003). 405-15 (2003). 420 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 Cost allocation under Vehicle Loads. — Jianzhong Li, Mubiao Unbonded Posttensioned Concrete Bridge Piers. I: Risk-Based Expenditure Allocation for Infrastruc- Su, and Lichu Fan; 8(4), 199-203 (2003). Monotonic and Cyclic Analyses. — Wing-Pin ture Improvement. — Bilal M. Ayyub and Clara Dynamic responses Kwan and Sarah L. Billington; 8(2), 92-101 Popescu; 8(6), 394-404 (2003). Dynamic Response of Suspension Bridge to High (2003). Costs Wind and Running Train. — Y. L. Xu, H. Xia, Design for Shear in Curved Composite Multiple Multiple Limit States and Expected Failure Costs and Q. S. Yan; 8(1), 46-55 (2003). Steel Box Girder Bridges. — Khaled Sennah, for Deteriorating Reinforced Concrete Bridges. Dynamic tests John B. Kennedy, and Said Nour; 8(3), 144-52 — Mark G. Stewart and Dimitri V. Val; 8(6), Assessment of Highway Bridge Upgrading by Dy- (2003). 405-15 (2003). namic Testing and Finite-Element Model Finite-Element Modeling of Heat-Curved Cracking Updating. — James Mark William Brownjohn, I-Girders. — Rajan Sen, Antoine N. Gergess, Finite-Element Analysis of Steel Bridge Distortion- Pilate Moyo, Piotr Omenzetter, and Yong Lu; and Camille Issa; 8(3), 153-61 (2003). Induced Fatigue. — W. M. Kim Roddis and Yuan 8(3), 162-72 (2003). Assessment of Highway Bridge Upgrading by Dy- Zhao; 8(5), 259-66 (2003). Earthquake damage namic Testing and Finite-Element Model Full-Scale Fatigue Tests of Steel Orthotropic Decks Assessment of Performance of Seismic Isolation Updating. — James Mark William Brownjohn, for the Williamsburg Bridge. — Paul A. Tsako- System of Bolu Viaduct. — Panayiotis C. Rous- Pilate Moyo, Piotr Omenzetter, and Yong Lu; poulos and John W. Fisher; 8(5), 323-33 (2003). sis, Michael C. Constantinou, Mustafa Erdik, 8(3), 162-72 (2003). Cyclic loads Eser Durukal, and Murat Dicleli; 8(4), 182-90 Nonlinear Finite-Element Analysis for Highway Unbonded Posttensioned Concrete Bridge Piers. I: (2003). Bridge Superstructures. — Kuan-Chen Fu and Monotonic and Cyclic Analyses. — Wing-Pin Earthquake engineering Feng Lu; 8(3), 173-9 (2003). Kwan and Sarah L. Billington; 8(2), 92-101 Neural Networks for Decentralized Control of Finite-Element Analysis of Steel Bridge Distortion- (2003). Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and Induced Fatigue. — W. M. Kim Roddis and Yuan Damping K. Yokoyama; 8(4), 229-36 (2003). Zhao; 8(5), 259-66 (2003). Tuned Mass Dampers for Dual-Mode Buffeting Elastic properties Finite elements Control of Bridges. —C. C. Chang, M. Gu, and LRFD Orthotropic Plate Model for Live Load Mo- Model Validation for Bridge-Road-Vehicle Dy- K. H. Tang; 8(4), 237-40 (2003). ment in Filled Grid Decks. —Christopher namic Interaction System. -—Hani H. Nassif, Deflection Higgins; 8(1), 20-8 (2003). Ming Liu, and Oguz Ertekin; 8(2), 112-20 Deflection Requirements for Bridges Constructed Environment (2003). with Advanced Composite Materials. —J. R. Identification of Environmental Categories for Florida Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), Markovian Deterioration Models of Bridge Florida DOT Project-Level Bridge Management 73-83 (2003). Decks. — G. Morcous, Z. Lounis, and M. S. Models. — Paul D. Thompson, John O. Sobanjo, Finite-Element Modeling of Heat-Curved Mirza; 8(6), 353-61 (2003). and Richard Kerr; 8(6), 345-52 (2003). I-Girders. — Rajan Sen, Antoine N. Gergess, Esthetics Full-scale tests and Camille Issa; 8(3), 153-61 (2003). Conceptual Design for the Sunniberg Bridge. Full-Scale Tests of Seismic Cable Restrainer Retro- Nonlinear Finite-Element Analysis for Highway —Chelsea Honigmann and David P. Billington; fits for Simply Supported Bridges. —Reginald Bridge Superstructures. —Kuan-Chen Fu and 8(3), 122-30 (2003). DesRoches, Thomas Pfeifer ,R oberto T. Leon, Feng Lu; 8(3), 173-9 (2003). Expansion and Tam Lam; 8(4), 191-8 (2003). Noncontact Photogrammetric Measurement of Ver- Proposed Design Method for Thermal Bridge Full-Scale Testing of Procedures for Assembling tical Bridge Deflection. —David V. Jauregui, Movements. — Charles W. Roeder; 8(1), 12-9 Trunnion-Hub-Girder in Bascule Bridges. Kenneth R. White, Clinton B. Woodward, and (2003). —Glen Besterfield, Sanjeev Nichani, Autar K. Kenneth R. Leitch; 8(4), 212-22 (2003). Experimental data Kaw, and Thomas Eason; 8(4), 204-11 (2003). Deterioration Full-Scale Testing of Procedures for Assembling Girders Identification of Environmental Categories for Trunnion-Hub-Girder in Bascule Bridges. Model Validation for Bridge-Road-Vehicle Dy- Markovian Deterioration Models of Bridge —Glen Besterfield, Sanjeev Nichani, Autar K. namic Interaction System. —Hani H. Nassif, Decks. — G. Morcous, Z. Lounis, and M. S. Kaw, and Thomas Eason; 8(4), 204-11 (2003). Ming Liu, and Oguz Ertekin; 8(2), 112-20 Mirza; 8(6), 353-61 (2003). Fatigue (2003). Rating and Reliability of Existing Bridges in a Determining Appropriate Fatigue Inspection Inter- Load Distribution Factors in Simply Supported Network. — Ferhat Akgul and Dan M. vals for Steel Bridge Members. —Steven C. Skew Bridges. —Ali R. Khaloo and H. Frangopol; 8(6), 383-93 (2003). Lovejoy; 8(2), 66-72 (2003). Mirzabozorg; 8(4), 241-4 (2003). Multiple Limit States and Expected Failure Costs Measurement and Analysis of Distortion-Induced Local Effects Induced by Longitudinal Forces in for Deteriorating Reinforced Concrete Bridges. Fatigue in Multigirder Steel Bridges. —D. Jajich Composite Girders. —Luigino Dezi and Gra- —Mark G. Stewart and Dimitri V. Val; 8(6), and A. E. Schultz; 8(2), 84-91 (2003). ziano Leoni; 8(4), 245-8 (2003). 405-15 (2003). Finite-Element Analysis of Steel Bridge Distortion- History Diaphragms Induced Fatigue. —W. M. Kim Roddis and Yuan Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), Load Distribution Factors in Simply Supported Zhao; 8(5), 259-66 (2003). 2-11 (2003). Skew Bridges. —Ali R. Khaloo and H. Fatigue tests Experimental Investigations of Bailey Bridges. Mirzabozorg; 8(4), 241-4 (2003). Full-Scale Fatigue Tests of Steel Orthotropic Decks —W. S. King and L. Duan; 8(5), 334-9 (2003). Distortion for the Williamsburg Bridge. —Paul A. Tsako- Measurement and Analysis of Distortion-Induced poulos ~ !ohn W. Fisher; 8(5), 323-33 (2003). Imaging techniques Fatigue in Multigirder Steel Bridges. —D. Jajich Fiber optics Noncontact Photogrammetric Measurement of Ver- and A. E. Schultz; 8(2), 84-91 (2003). Fiber Optic Sensors for Bridge Monitoring. —Joan tical Bridge Deflection. —David V. Jauregui, Kenneth R. White, Clinton B. Woodward, and Distribution functions R. Casas and Paulo J. S. Cruz; 8(6), 362-73 Load Distribution Factors in Simply Supported (2003). Kenneth R. Leitch; 8(4), 212-22 (2003). Skew Bridges. —Ali R. Khaloo and H. Fiber reinforced materials Information systems Mirzabozorg; 8(4), 241-4 (2003). Design and Construction of a Bridge in Very High Florida DOT Project-Level Bridge Management Dynamic loads Performance Fiber-Reinforced Concrete. —A. Models. — Paul D. Thompson, John O. Sobanjo, Model Validation for Bridge-Road-Vehicle Dy- Meda and G. Rosati; 8(5), 281-7 (2003). and Richard Kerr; 8(6), 345-52 (2003). namic Interaction System. —Hani H. Nassif, Finite element method Infrastructure Ming Liu, and Oguz Ertekin; 8(2), 112-20 LRFD Orthotropic Plate Model for Live Load Mo- Risk-Based Expenditure Allocation for Infrastruc- (2003). ment in Filled Grid Decks. —Christopher ture Improvement. —Bilal M. Ayyub and Clara Natural Frequency of Railway Girder Bridges Higgins; 8(1), 20-8 (2003). Popescu; 8(6), 394-404 (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 421 Interfaces Monitoring Plates Full-Scale Testing of Procedures for Assembling Fiber Optic Sensors for Bridge Monitoring. — Joan Inspection and Process of Tension of Cables of Trunnion-Hub-Girder in Bascule Bridges. — R. Casas and Paulo J. S. Cruz; 8(6), 362-73 General Rafael Urdaneta Bridge. — Antonio Glen Besterfield, Sanjeev Nichani, Autar K. (2003). Sarcos-Portillo, Alfredo Navarro-Cerpa, and Kaw, and Thomas Eason; 8(4), 204-11 (2003). Natural frequency Hildrun Garcia-Legl; 8(4), 223-8 (2003). Life cycles Natural Frequency of Railway Girder Bridges Post tensioning Risk-Based Expenditure Allocation for Infrastruc- under Vehicle Loads. — Jianzhong Li, Mubiao Unbonded Posttensioned Concrete Bridge Piers. I: ture Improvement. — Bilal M. Ayyub and Clara Su, and Lichu Fan; 8(4), 199-203 (2003). Monotonic and Cyclic Analyses. — Wing-Pin Popescu; 8(6), 394-404 (2003). Network analysis Kwan and Sarah L. Billington; 8(2), 92-101 Multiple Limit States and Expected Failure Costs Rating and Reliability of Existing Bridges in a (2003). for Deteriorating Reinforced Concrete Bridges. Network. — Ferhat Akgul and Dan M. Unbonded Posttensioned Concrete Bridge Piers. IT: — Mark G. Stewart and Dimitri V. Val; 8(6), Frangopol; 8(6), 383-93 (2003). Seismic Analyses. — Wing-Pin Kwan and Sarah 405-15 (2003). Neural networks L. Billington; 8(2), 102-11 (2003). Limit states Neural Networks for Decentralized Control of Pretensioning Updating Bridge Reliability Based on Bridge Man- Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and Inspection and Process of Tension of Cables of agement Systems Visual Inspection Results. — K. Yokoyama; 8(4), 229-36 (2003). General Rafael Urdaneta Bridge. — Antonio Allen C. Estes and Dan M. Frangopol; 8(6), New York Sarcos-Portillo, Alfredo Navarro-Cerpa, and 374-82 (2003). Full-Scale Fatigue Tests of Steel Orthotropic Decks Hildrun Garcia-Legl; 8(4), 223-8 (2003). Multiple Limit States and Expected Failure Costs for the Williamsburg Bridge. — Paul A. Tsako- Probabilistic methods for Deteriorating Reinforced Concrete Bridges. poulos and John W. Fisher; 8(5), 323-33 (2003). Probabilistic Strength Estimates and Reliability of — Mark G. Stewart and Dimitri V. Val; 8(6), 405-15 (2003). New York City Damaged Parallel Wire Cables. — Sante Camo; Full-Scale Fatigue Tests of Steel Orthotropic Decks 8(5), 297-311 (2003). Live loads for the Williamsburg Bridge. — Paul A. Tsako- Railroad trains LRFD Orthotropic Plate Model for Live Load Mo- poulos and John W. Fisher; 8(5), 323-33 (2003). Dynamic Response of Suspension Bridge to High ment in Filled Grid Decks. —Christopher Higgins; 8(1), 20-8 (2003). Niagara River Wind and Running Train. — Y. L. Xu, H. Xia, Live-Load Distribution Factors for Concrete Box- Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), and Q. S. Yan; 8(1), 46-55 (2003). Girder Bridges. —Shin-Tai Song, Y. H. Chai, 2-11 (2003). Rehabilitation and Susan E. Hida; 8(5), 273-80 (2003). Numerical models Assessment of Highway Bridge Upgrading by Dy- Load capacity Unbonded Posttensioned Concrete Bridge Piers. II: namic Testing and Finite-Element Model Increasing the Load Capacity of Suspension Seismic Analyses. —Wing-Pin Kwan and Sarah Updating. — James Mark William Brownjohn, Bridges. — Peter G. Buckland; 8(5), 288-96 L. Billington; 8(2), 102-11 (2003). Pilate Moyo, Piotr Omenzetter, and Yong Lu; (2003). Neural Networks for Decentralized Control of 8(3), 162-72 (2003). Load distribution Cable-Stayed Bridge. —B. Xu, Z. S. Wu, and K. Finite-Element Analysis of Steel Bridge Distortion- Load Distribution Factors in Simply Supported Yokoyama; 8(4), 229-36 (2003). Induced Fatigue. —W. M. Kim Roddis and Yuan Zhao; 8(5), 259-66 (2003). Skew Bridges. —Ali R. Khaloo and H. Optimization Increasing the Load Capacity of Suspension Mirzabozorg; 8(4), 241-4 (2003). Optimization of Cable Tensioning in Cable-Stayed Bridges. — Peter G. Buckland; 8(5), 288-96 Live-Load Distribution Factors for Concrete Box- Bridges. —D. Janjic, M. Pircher, and H. Pircher; (2003). Girder Bridges. —Shin-Tai Song, Y. H. Chai, 8(3), 131-7 (2003). Updating Bridge Reliability Based on Bridge Man- and Susan E. Hida; 8(5), 273-80 (2003). Tuned Mass Dampers for Dual-Mode Buffeting agement Systems Visual Inspection Results. Load tests Control of Bridges. —C. C. Chang, M. Gu, and —Allen C. Estes and Dan M. Frangopol; 8(6), Noncontact Photogrammetric Measurement of Ver- K. H. Tang; 8(4), 237-40 (2003). 374-82 (2003). tical Bridge Deflection. —David V. Jauregui, Identification of Environmental Categories for Kenneth R. White, Clinton B. Woodward, and Markovian Deterioration Models of Bridge Reliability analysis Kenneth R. Leitch; 8(4), 212-22 (2003). Decks. — G. Morcous, Z. Lounis, and M. S. Probabilistic Strength Estimates and Reliability of Mirza; 8(6), 353-61 (2003). Damaged Parallel Wire Cables. —Sante Camo; Management systems 8(5), 297-311 (2003). Updating Bridge Reliability Based on Bridge Man- Oregon Rating and Reliability of Existing Bridges in a agement Systems Visual Inspection Results. Determining Appropriate Fatigue Inspection Inter- Network. — Ferhat Akgul and Dan M. —Allen C. Estes and Dan M. Frangopol; 8(6), vals for Steel Bridge Members. —Steven C. 374-82 (2003). Lovejoy; 8(2), 66-72 (2003). Frangopol; 8(6), 383-93 (2003). Markov chains Orthotropism Residual stress Identification of Environmental Categories for LRFD Orthotropic Plate Model for Live Load Mo- Finite-Element Modeling of Heat-Curved Markovian Deterioration Models of Bridge ment in Filled Grid Decks. —Christopher I-Girders. — Rajan Sen, Antoine N. Gergess, Decks. — G. Morcous, Z. Lounis, and M. S. Higgins; 8(1), 20-8 (2003). and Camille Issa; 8(3), 153-61 (2003). Mirza; 8(6), 353-61 (2003). Full-Scale Fatigue Tests of Steel Orthotropic Decks Retrofitting Measurement for the Williamsburg Bridge. —Paul A. Tsako- Full-Scale Tests of Seismic Cable Restrainer Retro- Measurement and Analysis of Distortion-Induced poulos and John W. Fisher; 8(5), 323-33 (2003). fits for Simply Supported Bridges. —Reginald Fatigue in Multigirder Steel Bridges. —D. Jajich Photogrammetry DesRoches, Thomas Pfeifer ,R oberto T. Leon, and A. E. Schultz; 8(2), 84-91 (2003). Noncontact Photogrammetric Measurement of Ver- and Tam Lam; 8(4), 191-8 (2003). Noncontact Photogrammetric Measurement of Ver- tical Bridge Deflection. —David V. Jauregui, Risk analysis tical Bridge Deflection. —David V. Jauregui, Kenneth R. White, Clinton B. Woodward, and Risk-Based Expenditure Allocation for Infrastruc- Kenneth R. White, Clinton B. Woodward, and Kenneth R. Leitch; 8(4), 212-22 (2003). ture Improvement. —Bilal M. Ayyub and Clara Kenneth R. Leitch; 8(4), 212-22 (2003). Piers Popescu; 8(6), 394-404 (2003). Models Inspection and Process of Tension of Cables of Seismic analysis Florida DOT Project-Level Bridge Management General Rafael Urdaneta Bridge. —Antonio Unbonded Posttensioned Concrete Bridge Piers. II: Models. — Paul D. Thompson, John O. Sobanjo, Sarcos-Portillo, Alfredo Navarro-Cerpa, and Seismic Analyses. —Wing-Pin Kwan and Sarah and Richard Kerr; 8(6), 345-52 (2003). Hildrun Garcia-Legl; 8(4), 223-8 (2003). L. Billington; 8(2), 102-11 (2003). 422 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 Seismic isolation Stress analysis Finite-Element Modeling of Heat-Curved Assessment of Performance of Seismic Isolation Full-Scale Testing of Procedures for Assembling I-Girders. — Rajan Sen, Antoine N. Gergess, System of Bolu Viaduct. — Panayiotis C. Rous- Trunnion-Hub-Girder in Bascule Bridges. — and Camille Issa; 8(3), 153-61 (2003). sis, Michael C. Constantinou, Mustafa Erdik, Glen Besterfield, Sanjeev Nichani, Autar K. Thermal stresses Eser Durukal, and Murat Dicleli; 8(4), 182-90 Kaw, and Thomas Eason; 8(4), 204-11 (2003). (2003). Full-Scale Testing of Procedures for Assembling Sensors Structural analysis Trunnion-Hub-Girder in Bascule Bridges. — Experimental Investigations of Bailey Bridges. — Fiber Optic Sensors for Bridge Monitoring. — Joan Glen Besterfield, Sanjeev Nichani, Autar K. W. S. King and L. Duan; 8(5), 334-9 (2003). R. Casas and Paulo J. S. Cruz; 8(6), 362-73 Kaw, and Thomas Eason; 8(4), 204-11 (2003). (2003). Structural control Trucks Shear distribution Neural Networks for Decentralized Control of Predicting Truck Load Spectra under Weight Limit Design for Shear in Curved Composite Multiple Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and Changes and Its Application to Steel Bridge Fa- Steel Box Girder Bridges. — Khaled Sennah, K. Yokoyama; 8(4), 229-36 (2003). tigue Assessment. — Harry Cohen, Gongkang John B. Kennedy, and Said Nour; 8(3), 144-52 Structural members Fu, Wassem Dekelbab, and Fred Moses; 8(5), (2003). Determining Appropriate Fatigue Inspection Inter- Shear forces vals for Steel Bridge Members. — Steven C. 312-22 (2003). Assessment of Shear Forces on Bridge Abutments: Lovejoy; 8(2), 66-72 (2003). Turkey Simplified Method. — G. Benzoni, M. P. Limon- Structural reliability Assessment of Performance of Seismic Isolation gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). Updating Bridge Reliability Based on Bridge Man- System of Bolu Viaduct. — Panayiotis C. Rous- Singapore agement Systems Visual Inspection Results. — sis, Michael C. Constantinou, Mustafa Erdik, Assessment of Highway Bridge Upgrading by Dy- Allen C. Estes and Dan M. Frangopol; 8(6), Eser Durukal, and Murat Dicleli; 8(4), 182-90 namic Testing and Finite-Element Model 374-82 (2003). (2003). Updating. — James Mark William Brownjohn, Pilate Moyo, Piotr Omenzetter, and Yong Lu; Structural safety Uncertainty anaiysis 8(3), 162-72 (2003). Increasing the Load Capacity of Suspension Rating and Reliability of Existing Bridges in a Slabs Bridges. — Peter G. Buckland; 8(5), 288-96 Network. — Ferhat Akgul and Dan M. Local Effects Induced by Longitudinal Forces in (2003). Frangopol; 8(6), 383-93 (2003). Composite Girders. — Luigino Dezi and Gra- Superstructures Vehicles ziano Leoni; 8(4), 245-8 (2003). Nonlinear Finite-Element Analysis for Highway Model Validation for Bridge-Road-Vehicle Dy- Stability Bridge Superstructures. — Kuan-Chen Fu and namic Interaction System. — Hani H. Nassif, StabBiolxi-tyG irofd eSrl enBdreidrg eWs.e bs— oWfa lPtreers trDeislsgeedr Caonndc rAeltaea Feng Lu; 8(3), 173-9 (2003). Ming Liu, and Oguz Ertekin; 8(2), 112-20 Sherif; 8(3), 138-43 (2003). Switzerland (2003). Conceptual Design for the Sunniberg Bridge. — State government Vibration Chelsea Honigmann and David P. Billington; Florida DOT Project-Level Bridge Management Neural Networks for Decentralized Control of Models. — Paul D. Thompson, John O. Sobanjo, 8(3), 122-30 (2003). Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and and Richard Kerr; 8(6), 345-52 (2003). Temperature K. Yokoyama; 8(4), 229-36 (2003). Steel frames Proposed Design Method for Thermal Bridge Experimental Investigations of Bailey Bridges. — Movements. — Charles W. Roeder; 8(1), 12-9 Webs W. S. King and L. Duan; 8(5), 334-9 (2003). (2003). Stability of Slender Webs of Prestressed Concrete Strain gauges Finite-Element Modeling of Heat-Curved Box-Girder Bridges. — Walter Dilger and Alaa Full-Scale Testing of Procedures for Assembling I-Girders. — Rajan Sen, Antoine N. Gergess, Sherif; 8(3), 138-43 (2003). Trunnion-Hub-Girder in Bascule Bridges. — and Camille Issa; 8(3), 153-61 (2003). Weight Glen Besterfield, Sanjeev Nichani, Autar K. Tension Predicting Truck Load Spectra under Weight Limit Kaw, and Thomas Eason; 8(4), 204-11 (2003). Optimization of Cable Tensioning in Cable-Stayed Changes and Its Application to Steel Bridge Fa- Strain measurement Bridges. — D. Janjic, M. Pircher, and H. Pircher; tigue Assessment. — Harry Cohen, Gongkang Full-Scale Testing of Procedures for Assembling 8(3), 131-7 (2003). Fu, Wassem Dekelbab, and Fred Moses; 8(5), Trunnion-Hub-Girder in Bascule Bridges. — Glen Besterfield, Sanjeev Nichani, Autar K. Thermal factors 312-22 (2003). Kaw, and Thomas Eason; 8(4), 204-11 (2003). Proposed Design Method for Thermal Bridge Wind loads Stress Movements. — Charles W. Roeder; 8(1), 12-9 Dynamic Response of Suspension Bridge to High Model Validation for Bridge-Road-Vehicle Dy- (2003). Wind and Running Train. — Y. L. Xu, H. Xia, namic Interaction System. — Hani H. Nassif, Thermal Effects on Skewed Steel Highway Bridges and Q. S. Yan; 8(1), 46-55 (2003). Ming Liu, and Oguz Ertekin; 8(2), 112-20 and Bearing Orientation. — Troy T. Tindal and (2003). Chai H. Yoo; 8(2), 57-65 (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 423 2003 ANNUAL INDEX Author Index Akgul, Ferhat Casas, Joan R. Dezi, Luigino Rating and Reliability of Existing Bridges in a Fiber Optic Sensors for Bridge Monitoring. — Joan Local Effects Induced by Longitudinal Forces in Network. — Ferhat Akgul and Dan M. R. Casas and Paulo J. S. Cruz; 8(6), 362-73 Composite Girders. — Luigino Dezi and Gra- Frangopol; 8(6), 383-93 (2003). (2003). ziano Leoni; 8(4), 245-8 (2003). Attoh-Okine, Nii O. Castrodale, Reid Dicleli, Murat Editorial. —Nii O. Attoh-Okine; 8(6), 343-4 State of Practice for Positive Moment Connections Assessment of Performance of Seismic Isolation (2003). in Prestressed Concrete Girders Made System of Bolu Viaduct. — Panayiotis C. Rous- Continuous. — Makarand Hastak, Amir Mirmi- sis, Michael C. Constantinou, Mustafa Erdik, Au, F. T. K. ran, Richard Miller, Ronak Shah, and Reid Eser Durukal, and Murat Dicleli; 8(4), 182-90 Construction Control of Reinforced Concrete Arch Castrodale; 8(5), 267-72 (2003). (2003). Bridges. —F. T. K. Au, J. J. Wang, and G. D. Liu; 8(1), 39-45 (2003). Cawrse, Jason Dilger, Walter Ayyub, Bilal M. Closure to “Measurements of Thermal Gradients Stability of Slender Webs of Prestressed Concrete Risk-Based Expenditure Allocation for Infrastruc- and their Effects on Segmental Concrete Box-Girder Bridges. — Walter Dilger and Alaa ture Improvement. —Bilal M. Ayyub and Clara Bridge” by Carin L. Roberts- Wollman, John E. Sherif; 8(3), 138-43 (2003). Popescu; 8(6), 394-404 (2003). Breen, and Jason Cawrse. — Carin L. Roberts- Duan, L. Wollman, John E. Breen, and Jason Cawrse; Experimental Investigations of Bailey Bridges. — Benzoni, G. 8(5), 341-2 (2003). W. S. King and L. Duan; 8(5), 334-9 (2003). Assessment of Shear Forces on Bridge Abutments: Simplified Method. —G. Benzoni, M. P. Limon- Chai, Y. H. Durukal, Eser gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). Live-Load Distribution Factors for Concrete Box- Assessment of Performance of Seismic Isolation Girder Bridges. — Shin-Tai Song, Y. H. Chai, System of Bolu Viaduct. — Panayiotis C. Rous- Besterfield, Glen and Susan E. Hida; 8(5), 273-80 (2003). sis, Michael C. Constantinou, Mustafa Erdik, Full-Scale Testing of Procedures for Assembling Eser Durukal, and Murat Dicleli; 8(4), 182-90 Trunnion-Hub-Girder in Bascule Bridges. Chang, C. C. (2003). —Glen Besterfield, Sanjeev Nichani, Autar K. Tuned Mass Dampers for Dual-Mode Buffeting Kaw, and Thomas Eason; 8(4), 204-11 (2003). Control of Bridges. —C. C. Chang, M. Gu, and Eason, Thomas K. H. Tang; 8(4), 237-40 (2003). Full-Scale Testing of Procedures for Assembling Billington, David P. Trunnion-Hub-Girder in Bascule Bridges. Conceptual Design for the Sunniberg Bridge. Cohen, Harry —Glen Besterfield, Sanjeev Nichani, Autar K. —Chelsea Honigmann and David P. Billington; Predicting Truck Load Spectra under Weight Limit Kaw, and Thomas Eason; 8(4), 204-11 (2003). 8(3), 122-30 (2003). Changes and Its Application to Steel Bridge Fa- Emerson, Mary tigue Assessment. —Harry Cohen, Gongkang Billington, Sarah L. Discussion of “Measurements of Thermal Gradi- Fu, Wassem Dekelbab, and Fred Moses; 8(5), Unbonded Posttensioned Concrete Bridge Piers. I: ents and their Effects on Segmental Concrete 312-22 (2003). Monotonic and Cyclic Analyses. —Wing-Pin Bridge” by Carin L. Roberts-Wollman, John E. Kwan and Sarah L. Billington; 8(2), 92-101 Constantinou, Michael C. Breen, and Jason Cawrse. —Brian W. Smith and (2003). Assessment of Performance of Seismic Isolation Mary Emerson; 8(5), 340-1 (2003). Unbonded Posttensioned Concrete Bridge Piers. II: System of Bolu Viaduct. —Panayiotis C. Rous- Erdik, Mustafa Seismic Analyses. —Wing-Pin Kwan and Sarah sis, Michael C. Constantinou, Mustafa Erdik, Assessment of Performance of Seismic Isolation L. Billington; 8(2), 102-11 (2003). Eser Durukal, and Murat Dicleli; 8(4), 182-90 System of Bolu Viaduct. —Panayiotis C. Rous- (2003). Breen, John E. sis, Michael C. Constantinou, Mustafa Erdik, Closure to ‘“‘Measurements of Thermal Gradients Cruz, Paulo J. S. Eser Durukal, and Murat Dicleli; 8(4), 182-90 and their Effects on Segmental Concrete Fiber Optic Sensors for Bridge Monitoring. —Joan (2003). Bridge” by Carin L. Roberts- Wollman, John E. R. Casas and Paulo J. S. Cruz; 8(6), 362-73 Ertekin, Oguz Breen, and Jason Cawrse. —Carin L. Roberts- (2003). Model Validation for Bridge-Road-Vehicle Dy- Wollman, John E. Breen, and Jason Cawrse; Dekelbab, Wassem namic Interaction System. —Hani H. Nassif, 8(5), 341-2 (2003). Predicting Truck Load Spectra under Weight Limit Ming Liu, and Oguz Ertekin; 8(2), 112-20 Brownjohn, James Mark William Changes and Its Application to Steel Bridge Fa- (2003). Assessment of Highway Bridge Upgrading by Dy- tigue Assessment. —Harry Cohen, Gongkang Estes, Allen C. namic Testing and Finite-Element Model Fu, Wassem Dekelbab, and Fred Moses; 8(5), Updating Bridge Reliability Based on Bridge Man- Updating. — James Mark William Brownjohn, 312-22 (2003). agement Systems Visual Inspection Results. Pilate Moyo, Piotr Omenzetter, and Yong Lu; Demitz, J. R. —Allen C. Estes and Dan M. Frangopol; 8(6), 8(3), 162-72 (2003). Deflection Requirements for Bridges Constructed 374-82 (2003). : Buckland, Peter G. with Advanced Composite Materials. —J. R. Fan, Lichu Increasing the Load Capacity of Suspension Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), Natural Frequency of Railway Girder Bridges Bridges. — Peter G. Buckland; 8(5), 288-96 73-83 (2003). under Vehicle Loads. —Jianzhong Li, Mubiao (2003). DesRoches, Reginald Su, and Lichu Fan; 8(4), 199-203 (2003). Camo, Sante Full-Scale Tests of Seismic Cable Restrainer Retro- Fisher, John W. Probabilistic Strength Estimates and Reliability of fits for Simply Supported Bridges. —Reginald Full-Scale Fatigue Tests of Steel Orthotropic Decks Damaged Parallel Wire Cables. —Sante Camo; DesRoches, Thomas Pfeifer ,R oberto T. Leon, for the Williamsburg Bridge. —Paul A. Tsako- 8(5), 297-311 (2003). and Tam Lam; 8(4), 191-8 (2003). poulos and John W. Fisher; 8(5), 323-33 (2003). 424 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 Frangopol, Dan M. Janjic, D. Liu, G. D. Updating Bridge Reliability Based on Bridge Man- Optimization of Cable Tensioning in Cable-Stayed Construction Control of Reinforced Concrete Arch agement Systems Visual Inspection Results. — Bridges. — D. Janjic, M. Pircher, and H. Pircher; Bridges. — F. T. K. Au,J .J . Wang, and G. D. Liu; Allen C. Estes and Dan M. Frangopol; 8(6), 8(3), 131-7 (2003). 8(1), 39-45 (2003). 374-82 (2003). Jauregui, David V. Liu, Ming Rating and Reliability of Existing Bridges in a Noncontact Photogrammetric Measurement of Ver- Model Validation for Bridge-Road-Vehicle Dy- Network. — Ferhat Akgul and Dan M. tical Bridge Deflection. — David V. Jauregui, namic Interaction System. — Hani H. Nassif, Frangopol; 8(6), 383-93 (2003). Kenneth R. White, Clinton B. Woodward, and Ming Liu, and Oguz Ertekin; 8(2), 112-20 Fu, Gongkang Kenneth R. Leitch; 8(4), 212-22 (2003). (2003). Predicting Truck Load Spectra under Weight Limit Kaw, Autar K. Lounis, Z. Changes and Its Application to Steel Bridge Fa- tigue Assessment. — Harry Cohen, Gongkang Full-Scale Testing of Procedures for Assembling Identification of Environmental Categories for Fu, Wassem Dekelbab, and Fred Moses; 8(5), Trunnion-Hub-Girder in Bascule Bridges. — Markovian Deterioration Models of Bridge 312-22 (2003). Glen Besterfield, Sanjeev Nichani, Autar K. Decks. — G. Morcous, Z. Lounis, and M. S. Kaw, and Thomas Eason; 8(4), 204-11 (2003). Mirza; 8(6), 353-61 (2003). Fu, Kuan-Chen Kennedy, John B. Nonlinear Finite-Element Analysis for Highway Lovejoy, Steven C. Design for Shear in Curved Composite Multiple Bridge Superstructures. — Kuan-Chen Fu and Determining Appropriate Fatigue Inspection Inter- Steel Box Girder Bridges. — Khaled Sennah, Feng Lu; 8(3), 173-9 (2003). vals for Steel Bridge Members. — Steven C. John B. Kennedy, and Said Nour; 8(3), 144-52 Lovejoy; 8(2), 66-72 (2003). Garcia-Legl, Hildrun (2003). Inspection and Process of Tension of Cables of Lu, Feng Kerr, Richard General Rafael Urdaneta Bridge. — Antonio Nonlinear Finite-Element Analysis for Highway Florida DOT Project-Level Bridge Management Sarcos-Portillo, Alfredo Navarro-Cerpa, and Bridge Superstructures. — Kuan-Chen Fu and Models. — Paul D. Thompson, John O. Sobanjo, Hildrun Garcia-Leg]; 8(4), 223-8 (2003). Feng Lu; 8(3), 173-9 (2003). and Richard Kerr; 8(6), 345-52 (2003). Gergess, Antoine N. Lu, Yong Khaloo, Ali R. Finite-Element Modeling of Heat-Curved Assessment of Highway Bridge Upgrading by Dy- Load Distribution Factors in Simply Supported I-Girders. — Rajan Sen, Antoine N. Gergess, namic Testing and Finite-Element Model Skew Bridges. —Ali R. Khaloo and H. and Camille Issa; 8(3), 153-61 (2003). Updating. — James Mark William Brownjohn, Mirzabozorg; 8(4), 241-4 (2003). Pilate Moyo, Piotr Omenzetter, and Yong Lu; Gillespie, J. W. King, W. S. 8(3), 162-72 (2003). Deflection Requirements for Bridges Constructed Experimental Investigations of Bailey Bridges. with Advanced Composite Materials. —J. R. Meda, A. —W. S. King and L. Duan; 8(5), 334-9 (2003). Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), Design and Construction of a Bridge in Very High 73-83 (2003). Kwan, Wing-Pin Performance Fiber-Reinforced Concrete. —A. Unbonded Posttensioned Concrete Bridge Piers. I: Meda and G. Rosati; 8(5), 281-7 (2003). Griggs, Francis E., Jr. Monotonic and Cyclic Analyses. —Wing-Pin Niagara Cantilever. —Francis E. Griggs, Jr.; 8(1), Kwan and Sarah L. Billington; 8(2), 92-101 Mertz, D. R. 2-11 (2003). (2003). Deflection Requirements for Bridges Constructed Gu, M. Unbonded Posttensioned Concrete Bridge Piers. II: with Advanced Composite Materials. —J. R. Tuned Mass Dampers for Dual-Mode Buffeting Seismic Analyses. —Wing-Pin Kwan and Sarah Demitz, D. R. Mertz, and J. W. Gillespie; 8(2), Control of Bridges. —C. C. Chang, M. Gu, and L. Billington; 8(2), 102-11 (2003). 73-83 (2003). K. H. Tang; 8(4), 237-40 (2003). Lam, Tam Mertz, Dennis R. Hastak, Makarand Full-Scale Tests of Seismic Cable Restrainer Retro- Editor’s Note. —Dennis R. Mertz; 8(1), 1 (2003). State of Practice for Positive Moment Connections fits for Simply Supported Bridges. —Reginald Editor's Note. —Dennis R. Mertz: 8(3), 121 in Prestressed Concrete Girders Made DesRoches, Thomas Pfeifer ,R oberto T. Leon, (2003). Continuous. — Makarand Hastak, Amir Mirmi- and Tam Lam; 8(4), 191-8 (2003). Editor's Note. —Dennis R. Mertz; 8(4), 181 ran, Richard Miller, Ronak Shah, and Reid (2003). Leitch, Kenneth R. Castrodale; 8(5), 267-72 (2003). Noncontact Photogrammetric Measurement of Ver- Miller, Richard Hida, Susan E. tical Bridge Deflection. —David V. Jauregui, State of Practice for Positive Moment Connections Live-Load Distribution Factors for Concrete Box- Kenneth R. White, Clinton B. Woodward, and in Prestressed Concrete Girders Made Girder Bridges. —Shin-Tai Song, Y. H. Chai, Kenneth R. Leitch; 8(4), 212-22 (2003). Continuous. — Makarand Hastak, Amir Mirmi- and Susan E. Hida; 8(5), 273-80 (2003). ran, Richard Miller, Ronak Shah, and Reid Leon, Roberto T. Castrodale: 8(5), 267-72 (2003). Higgins, Christopher Full-Scale Tests of Seismic Cable Restrainer Retro- LRFD Orthotropic Plate Model for Live Load Mo- fits for Simply Supported Bridges. —Reginald Mirmiran, Amir ment in Filled Grid Decks. —Christopher DesRoches, Thomas Pfeifer ,R oberto T. Leon, State of Practice for Positive Moment Connections Higgins; 8(1), 20-8 (2003). and Tam Lam; 8(4), 191-8 (2003). in Prestressed Concrete Girders Made Honigmann, Chelsea Leoni, Graziano Continuous. — Makarand Hastak, Amir Mirmi- Conceptual Design for the Sunniberg Bridge. Local Effects Induced by Longitudinal Forces in ran, Richard Miller, Ronak Shah, and Reid —Chelsea Honigmann and David P. Billington; Composite Girders. —Luigino Dezi and Gra- Castrodale; 8(5), 267-72 (2003). 8(3), 122-30 (2003). ziano Leoni; 8(4), 245-8 (2003). Mirza, M. S. Issa, Camille Li, Jianzhong Identification of Environmental Categories for Finite-Element Modeling of Heat-Curved Natural Frequency of Railway Girder Bridges Markovian Deterioration Models of Bridge I-Girders. — Rajan Sen, Antoine N. Gergess, under Vehicle Loads. —Jianzhong Li, Muviao Decks. — G. Morcous, Z. Lounis, and M. S. and Camille Issa; 8(3), 153-61 (2003). Su, and Lichu Fan; 8(4), 199-203 (2003). Mirza; 8(6), 353-61 (2003). Jajich, D. Limongelli, M. P. Mirzabozorg, H. Measurement and Analysis of Distortion-Induced Assessment of Shear Forces on Bridge Abutments: Load Distribution Factors in Simply Supported Fatigue in Multigirder Steel Bridges. —D. Jajich Simplified Method. —G. Benzoni, M. P. Limon- Skew Bridges. —Ali R. Khaloo and H. and A. E. Schultz; 8(2), 84-91 (2003). gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). Mirzabozorg; 8(4), 241-4 (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 425 Morcous, G. Roberts-Wollman, Carin L. Stewart, Mark G. Identification of Environmental Categories for Closure to ‘“‘Measurements of Thermal Gradients Multiple Limit States and Expected Failure Costs Markovian Deterioration Models of Bridge and their Effects on Segmental Concrete for Deteriorating Reinforced Concrete Bridges. Decks. — G. Morcous, Z. Lounis, and M. S. Bridge” by Carin L. Roberts- Wollman, John E. — Mark G. Stewart and Dimitri V. Val; 8(6), Mirza; 8(6), 353-61 (2003). Breen, and Jason Cawrse. — Carin L. Roberts- 405-15 (2003). Moses, Fred Wollman, John E. Breen, and Jason Cawrse; Su, Mubiao Predicting Truck Load Spectra under Weight Limit 8(5), 341-2 (2003). Natural Frequency of Railway Girder Bridges Changes and Its Application to Steel Bridge Fa- Roddis, W. M. Kim under Vehicle Loads. — Jianzhong Li, Mubiao tigue Assessment. — Harry Cohen, Gongkang Finite-Element Analysis of Steel Bridge Distortion- Su, and Lichu Fan; 8(4), 199-203 (2003). Fu, Wassem Dekelbab, and Fred Moses; 8(5), Induced Fatigue. — W. M. Kim Roddis and Yuan 312-22 (2003). Zhao; 8(5), 259-66 (2003). Tang, K. H. Tuned Mass Dampers for Dual-Mode Buffeting Moyo, Pilate Roeder, Charles W. Control of Bridges. — C. C. Chang, M. Gu, and Assessment of Highway Bridge Upgrading by Dy- Proposed Design Method for Thermal Bridge K. H. Tang; 8(4), 237-40 (2003). namic Testing and Finite-Element Model Movements. — Charles W. Roeder; 8(1), 12-9 Updating. — James Mark William Brownjohn, (2003). Thompson, Paul D. Pilate Moyo, Piotr Omenzetter, and Yong Lu; Florida DOT Project-Level Bridge Management Rosati, G. 8(3), 162-72 (2003). Models. — Paul D. Thompson, John O. Sobanjo, Design and Construction of a Bridge in Very High Nassif, Hani H. Performance Fiber-Reinforced Concrete. — A. and Richard Kerr; 8(6), 345-52 (2003). Model Validation for Bridge-Road-Vehicle Dy- Meda and G. Rosati; 8(5), 281-7 (2003). Tindal, Troy T. namic Interaction System. — Hani H. Nassif, Roussis, Panayiotis C. Thermal Effects on Skewed Steel Highway Bridges Ming Liu, and Oguz Ertekin; 8(2), 112-20 Assessment of Performance of Seismic Isolation and Bearing Orientation. — Troy T. Tindal and (2003). System of Bolu Viaduct. —Panayiotis C. Rous- Chai H. Yoo; 8(2), 57-65 (2003). Navarro-Cerpa, Alfredo sis, Michael C. Constantinou, Mustafa Erdik, Tsakopoulos, Paul A. Inspection and Process of Tension of Cables of Eser Durukal, and Murat Dicleli; 8(4), 182-90 Full-Scale Fatigue Tests of Steel Orthotropic Decks General Rafael Urdaneta Bridge. — Antonio (2003). for the Williamsburg Bridge. —Paul A. Tsako- Sarcos-Portillo, Alfredo Navarro-Cerpa, and Hildrun Garcia-Leg]; 8(4), 223-8 (2003). Sarcos-Portillo, Antonio poulos and John W. Fisher; 8(5), 323-33 (2003). Inspection and Process of Tension of Cables of Nichani, Sanjeev Val, Dimitri V. General Rafael Urdaneta Bridge. —Antonio Full-Scale Testing of Procedures for Assembling Multiple Limit States and Expected Failure Costs Sarcos-Portillo, Alfredo Navarro-Cerpa, and Trunnion-Hub-Girder in Bascule Bridges. for Deteriorating Reinforced Concrete Bridges. Hildrun Garcia-Legl; 8(4), 223-8 (2003). —Glen Besterfield, Sanjeev Nichani, Autar K. —Mark G. Stewart and Dimitri V. Val; 8(6), Kaw, and Thomas Eason; 8(4), 204-11 (2003). Schultz, A. E. 405-15 (2003). Measurement and Analysis of Distortion-Induced Nour, Said Fatigue in Multigirder Steel Bridges. —D. Jajich Wang, J. J. Design for Shear in Curved Composite Multiple and A. E. Schultz; 8(2), 84-91 (2003). Construction Control of Reinforced Concrete Arch Steel Box Girder Bridges. —Khaled Sennah, Bridges. —F. T. K. Au, J. J. Wang, and G. D. Liu; John B. Kennedy, and Said Nour; 8(3), 144-52 Sen, Rajan 8(1), 39-45 (2003). (2003). Finite-Element Modeling of Heat-Curved I-Girders. — Rajan Sen, Antoine N. Gergess, White, Kenneth R. Omenzetter, Piotr and Camille Issa; 8(3), 153-61 (2003). Noncontact Photogrammetric Measurement of Ver- Assessment of Highway Bridge Upgrading by Dy- namic Testing and Finite-Element Model Sennah, Khaled tical Bridge Deflection. —David V. Jauregui, Updating. — James Mark William Brownjohn, Design for Shear in Curved Composite Multiple Kenneth R. White, Clinton B. Woodward, and Pilate Moyo, Piotr Omenzetter, and Yong Lu; Steel Box Girder Bridges. —Khaled Sennah, Kenneth R. Leitch; 8(4), 212-22 (2003). 8(3), 162-72 (2003). John B. Kennedy, and Said Nour; 8(3), 144-52 Woodward, Clinton B. Peterson, Bruce E. (2003). Noncontact Photogrammetric Measurement of Ver- Changes. —Bruce E. Peterson; 8(5), 252-5 (2003). Shah, Ronak tical Bridge Deflection. —David V. Jauregui, Editor’s Note. —Bruce E. Peterson; 8(5), 256-8 State of Practice for Positive Moment Connections Kenneth R. White, Clinton B. Woodward, and (2003). in Prestressed Concrete Girders Made Kenneth R. Leitch; 8(4), 212-22 (2003). Pfeifer , Thomas Continuous. — Makarand Hastak, Amir Mirmi- Wu, Z. S. Full-Scale Tests of Seismic Cable Restrainer Retro- ran, Richard Miller, Ronak Shah, and Reid Neural Networks for Decentralized Control of fits for Simply Supported Bridges. —Reginald Castrodale; 8(5), 267-72 (2003). Cable-Stayed Bridge. —B. Xu, Z. S. Wu, and K. DesRoches, Thomas Pfeifer , Roberto T. Leon, Sherif, Alaa Yokoyama; 8(4), 229-36 (2003). and Tam Lam; 8(4), 191-8 (2003). Stability of Slender Webs of Prestressed Concrete Xia, H. Pircher, H. Box-Girder Bridges. —Walter Dilger and Alaa Dynamic Response of Suspension Bridge to High Optimization of Cable Tensioning in Cable-Stayed Sherif; 8(3), 138-43 (2003). Wind and Running Train. —Y. L. Xu, H. Xia, Bridges. —D. Janjic, M. Pircher, and H. Pircher; Smith, Brian W. and Q. S. Yan; 8(1), 46-55 (2003). 8(3), 131-7 (2003). Discussion of “‘Measurements of Thermal Gradi- Pircher, M. ents and their Effects on Segmental Concrete Xu, B. Optimization of Cable Tensioning in Cable-Stayed Bridge” by Carin L. Roberts-Wollman, John E. Neural Networks for Decentralized Control of Bridges. —D. Janjic, M. Pircher, and H. Pircher; Breen, and Jason Cawrse. —Brian W. Smith and Cable-Stayed Bridge. —B. Xu, Z. S. Wu, and K. 8(3), 131-7 (2003). Mary Emerson; 8(5), 340-1 (2003). Yokoyama; 8(4), 229-36 (2003). Popescu, Clara Sobanjo, John O. Xu, Y. L. Risk-Based Expenditure Allocation for Infrastruc- Florida DOT Project-Level Bridge Management Dynamic Response of Suspension Bridge to High ture Improvement. —Bilal M. Ayyub and Clara Models. — Paul D. Thompson, John O. Sobanjo, Wind and Running Train. —Y. L. Xu, H. Xia, Popescu; 8(6), 394-404 (2003). and Richard Kerr; 8(6), 345-52 (2003). and Q. S. Yan; 8(1), 46-55 (2003). Priestley, M. J. N. Song, Shin-Tai Yan, Q. S. Assessment of Shear Forces on Bridge Abutments: Live-Load Distribution Factors for Concrete Box- Dynamic Response of Suspension Bridge to High Simplified Method. —G. Benzoni, M. P. Limon- Girder Bridges. —Shin-Tai Song, Y. H. Chai, Wind and Running Train. —Y. L. Xu, H. Xia, gelli, and M. J. N. Priestley; 8(1), 29-38 (2003). and Susan E. Hida; 8(5), 273-80 (2003). and Q. S. Yan; 8(1), 46-55 (2003). 426 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 Yokoyama, K. Yoo, Chai H. Zhao, Yuan Neural Networks for Decentralized Control of Thermal Effects on Skewed Steel Highway Bridges Finite-Element Analysis of Steel Bridge Distortion- Cable-Stayed Bridge. — B. Xu, Z. S. Wu, and and Bearing Orientation. — Troy T. Tindal and Induced Fatigue—. W . M. Kim Roddis and Yuan K. Yokoyama; 8(4), 229-36 (2003). Chai H. Yoo; 8(2), 57-65 (2003). Zhao; 8(5), 259-66 (2003). JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2003 / 427

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