Journal of Bridge Engineering 2004: Vol 9 Index

2004·5.4 MB·English

2004 ANNUAL INDEX
Civil Engineering Database Subject Heading Index
The Civil Engineering Database (CEDB) is Seismic Response of Multiple Span Steel Bridges Bridges. Eric Steinberg, Shad M. Sargand,
designed to provide free, easy bibliographic in Central and Southeastern United States. II and Christopher Bettinger; 9(6), 563-71 (2004)
access to all ASCE publications. The database Retrofitted. Reginald DesRoches, Eunsoo Bridge construction
covers ASCE documents published since 1970. It Choi, Roberto T. Leon, and Thomas A. Pfeifer; High Performance Steel: Research Front
provides access to all the journals, conference 9(5), 473-9 (2004) Historical Account of Research Activities
proceedings, books, standards, manuals, Impact Factors for Horizontally Curved Composite Atorod Azizinamini, Karl Barth, Robert Dexter,
magazines, and newspapers. The index terms Box Girder Bridges. Khaled M. Sennah, and Camille Rubeiz; 9(3), 212-7 (2004)
below were assigned to papers published in this Xuesheng Zhang, and John B. Kennedy; 9(6), Seismic Response of Multiple Span Steel Bridges
journal during 2004 from a CEDB subject 512-20 (2004) in Central and Southeastern United States. I: As
heading list. The CEDB and subject heading list Rapid and Global Bridge Assessment for the Built Reginald DesRoches, Eunsoo Choi,
can be accessed on the Web at Military James Ray and Cary D. Butler; 9(6), Roberto T. Leon, Shirley J. Dyke, and Mark
http://www. pubs.asce.org/cedbsrch.html. 550-7 (2004). Aschheim; 9(5), 464-72 (2004)
Assessment of Multispan Masonry Arch Bridges. I Experimental and Analytical Studies of a Horizon
Adhesives Simplified Approach. Antonio Brencich and tally Curved Steel I-Girder Bridge during
Effect of Lamina Thickness on Parallel-to-Grain l go De Francesco: 9(6), 582-90 (2004) Erection D. Linzell, R. T. Leon, and A. H
Strength in Small Douglas-Fir Samples. Assessment of Multispan Masonry Arch Bridges Zureick; 9(6), 521-30 (2004)
Rubin Shmulsky; 9(3), 308-9 (2004). II: Examples and Applications Antonio Bridge decks
Amplification Brencich and Ugo De Francesco; 9(6), 591-8 Potential Retrofit Methods for Concrete Channel
Dynamic Behavior of Deck Slabs of Concrete Road (2004) Beam Bridges Using Glass Fiber Reinforced
Bridges Claude Broquet, Simon F. Bailey, Bearings Polymer Sherrill Ross, Andrew Boyd, Martin
Mario Fafard, and Eugen Bruhwiler; 9(2), Seismic Response of Isolated Bridges. Johnson, Robert Sexsmith, and Nemy Banthia;
137-46 (2004). Jangid; 9(2), 156-66 (2004) 9(1). 66-74 (2004)
Arches Bending Performance Evaluation of Repair Technique for
Assessment of Multispan Masonry Arch Bridges. I: Bending Behavior of Steel Pipe Girders Filled with Damaged Fiber-Reinforced Polymer Honey
Simplified Approach. Antonio Brencich and Ultralight Mortar. Shun-ichi Nakamura, Tet- comb Bridge Deck Panels Ondrej Kalny,
Ugo De Francesco; 9(6), 582-90 (2004). suya Hosaka, and Kenji Nishiumi; 9(3), 297-303 Robert J. Peterman, and Guillermo Ramirez;
Assessment of Multispan Masonry Arch Bridges. (2004) 9(1), 75-86 (2004)
II: Examples and Applications. Antonio Orthotropic Plate Model for Estimating Deflections Behavior of Field Splice Details in Precast
Brencich and Ugo De Francesco; 9(6), 591-8 in Filled Grid Decks. Christopher Higgins; Concrete-Filled Steel Grid Bridge Deck
(2004) 9(6). 599-605 (A) (2004) Christopher J. Earls and Thomas R. Johnston,
Assessment Bending moments Ir.; 9(2), 127-36 (2004)
Rapid and Global Bridge Assessment for the Simplified AASHTO Load and Resistance Factor Analysis of Life-Cycle Maintenance Strategies for
Military. — James Ray and Cary D. Butler; 9(6), Design Girder Live Load Distribution in Illinois Concrete Bridge Decks Ying-Hua Huang,
550-7 (2004). Daniel H. Tobias, Ralph E. Anderson, Salah Teresa M. Adams, and Jose A. Pincheira; 9(3),
Base isolation Y. Khayyat, Zeyn B. Uzman, and Kevin | 250-8 (2004)
Influence of Pier Stiffness Degradation on Soil Riechers; 9(6), 606-13 (2004) Fatigue and Strength Performance of Concrete
Structure Interaction in Base-Isolated Bridges Box girders Filled Steel-Grid Bridge Deck B. G. Clay
Muhammad Tariq Amin Chaudhary; 9(3), Shear Lag Effect in Simply Supported Prestressed baugh, C. J. Earls, and A. K. Ahmadi; 9(5),
287-96 (2004). Concrete Box Girder Shih Toh Chang; 9(2), 435-43 (2004)
Beams 178-84 (2004) Replacement of Pontesei Bridge, Italy Armando
Timoshenko Beam with Tuned Mass Dampers to Brick masonry Mammino and Fulvio Tonon; 9(5), 480-6
Moving Loads. — Yung-Hsiang Chen and Ding- Assessment of Multispan Masonry Arch Bridges. I (2004)
Shin Chen; 9(2), 167-77 (2004). Simplified Approach Antonio Brencich and Orthotropic Plate Model for Estimating Deflections
Simplified Method of Lateral Distribution of Live Ugo De Francesco; 9(6), 582-90 (2004) in Filled Grid Decks Christopher Higgins;
Load Moment. Xiaoming Sharon Huo, Ed- Assessment of Multispan Masonry Arch Bridges. 9(6), 599-605 (A) (2004)
ward P. Wasserman, and Pingsheng Zhu; 9(4), Il: Examples and Applications. Antonio Bridge design
382-90 (2004). Brencich and Ugo De Francesco; 9(6), 591-8 Counterpropagation Neural Network Model for
Bearing capacity (2004) Steel Girder Bridge Structures. — Gene F. Sirca,
Roebling Suspension Bridge. Il: Ambient Testing Bridge abutments Jr., and Hojjat Adeli; 9(1), 55-65 (2004)
and Live-Load Response. Wei-Xin Ren, Behavioorf a Semiintegral Bridge Abutment under Dynamic Behavior of Deck Slabs of Concrete Road
Issam E. Harik, George E. Blandford, M. Lenett, Static and Temperature-Induced Cyclic Bridges Claude Broquet, Simon F. Bailey,
and T. M. Baseheart; 9(2), 119-26 (2004). Loading. S. Arsoy, J. M. Duncan, and R. M. Mario Fafard, and Eugen Bruhwiler; 9(2),
Bridge Structural Condition Assessment Using Barker; 9(2), 193-9 (2004). 137-46 (2004)
Systematically Validated Finite-Element Model. Replacement of Pontesei Bridge, Italy Armando Historical Perspective on Horizontally Curved |
Pin-Qi Xia and James M. W. Brownjohn; Mammino and Fulvio Tonon; 9(5), 480-6 Girder Bridge Design in the United States. — D
9(5), 418-23 (2004). (2004). Linzell, D. Hall, and D. White; 9(3), 218-29
Seismic Response of Multiple Span Steel Bridges State-of-the-Art of Integral Abutment Bridges: De- (2004).
in Central and Southeastern United States. I: As sign and Practice. — M. Arockiasamy, Narongrit Recommended Procedures for Simplified Inelastic
Built. — Reginald DesRoches, Eunsoo Choi, Butrieng, and M. Sivakumar; 9(5), 497-506 Design of Steel I-Girder Bridges. Karl E.
Roberto T. Leon, Shirley J. Dyke, and Mark (2004). Barth, Bryan A. Hartnagel, Donald W. White,
Aschheim; 9(5), 464-72 (2004). Forces in Wingwalls of Skewed Semi-Integral and Michael G. Barker; 9(3), 230-42 (2004).
JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 637
Effect of Live-Load Deflections on Steel Bridge New AASHTO Guide Manual for Load and Resis- Ultralight Mortar. — Shun-ichi Nakamura, Tet-
Performance. — Charles W. Roeder, Karl E. tance Factor Rating of Highway Bridges. — suya Hosaka, and Kenji Nishiumi; 9(3), 297-303
Barth, and Adam Bergman; 9(3), 259-67 (2004). Charles Minervino, Bala Sivakumar, Fred (2004).
Effect of Lamina Thickness on Parallel-to-Grain Moses, Dennis Mertz, and William Edberg; 9(1), Impact Factors for Horizontally Curved Composite
Strength in Small Douglas-Fir Samples. — 43-54 (2004). Box Girder Bridges. Khaled M. Sennah,
Rubin Shmulsky; 9(3), 308-9 (2004) Seismic Response of Isolated Bridges. — R. S. Xuesheng Zhang, and John B. Kennedy; 9(6),
Replacement of Pontesei Bridge, Italy. — Armando Jangid; 9(2), 156-66 (2004). 512-20 (2004).
Mammino and Fulvio Tonon; 9(5), 480-6 Seismic Retrofit of State Street Bridge on Interstate
Bridges, concrete
(2004). 80. Chris P. Pantelides, Fadel Alameddine,
Structural Evaluation and Strengthening of a Rein-
Warping Stresses in Curved Box Girder Bridges: Tom Sardo, and Roy Imbsen; 9(4), 333-42
forced Concrete Bridge. — Giovanni Cardinale
Case Study. Ayman M. Okeil and Sherif (2004).
and Maurizio Orlando; 9(1), 35-42 (2004).
El-Tawil; 9(5), 487-96 (2004). Simplified Method of Lateral Distribution of Live
Potential Retrofit Methods for Concrete Channel
State-of-the-Art of Integral Abutment Bridges: De- Load Moment. Xiaoming Sharon Huo, Ed-
Beam Bridges Using Glass Fiber Reinforced
sign and Practice. — M. Arockiasamy, Narongrit ward P. Wasserman, and Pingsheng Zhu; 9(4),
Butrieng, and M. Sivakumar; 9(5), 497-506 382-90 (2004). Polymer. Sherrill Ross, Andrew Boyd, Martin
(2004). Bridge Structural Condition Assessment Using Johnson, Robert Sexsmith, and Nemy Banthia;
Forces in Wingwalls of Skewed Semi-Integral Systematically Validated Finite-Element Model. 9(1), 66-74 (2004).
Bridges. Eric Steinberg, Shad M. Sargand, Pin-Qi Xia and James M. W. Brownjohn; Inelastic Damage Analysis of Reinforced Concrete
and Christopher Bettinger; 9(6), 563-71 (2004). 9(5), 418-23 (2004). Bridge Columns Based on Degraded Monotonic
Simplified AASHTO Load and Resistance Factor Applications of Laser-Based Instrumentation for Energy Riyadh A. Hindi and Robert G.
Design Girder Live Load Distribution in Illinois. Highway Bridges. P. A. Fuchs, G. A. Washer, Sexsmith; 9(4), 326-32 (2004).
Daniel H. Tobias, Ralph E. Anderson, Salah S. B. Chase, and M. Moore; 9(6), 541-9 (A) Experimental Study of Seismic Behaviors of As-
Y. Khayyat, Zeyn B. Uzman, and Kevin L. (2004). Built and Carbon Fiber Reinforced Plastics Re-
Riechers: 9(6). 606-13 (2094) Rapid and Global Bridge Assessment for the paired Reinforced Concrete Bridge Columns.
Bridge inspection Military James Ray and Cary D. Butler; 9(6), Shuenn-Yih Chang, Yeou-Fong Li, and Chin-
Predicted and Measured Performance of Pre- 550-7 (2004). Hsiung Loh; 9(4), 391-402 (2004).
stressed Concrete Bridges Chun S. Cai and Estimation of Length Limits for Integral Bridges Performance Evaluation of Short Span Reinforced
Mohsen Shahawy; 9(1), 4-13 (2004) Built on Clay Murat Dicleli and Suhail M. Concrete Arch Bridges. Giovanna Zanardo,
Condition Evolution in Bridge Management Sys- Albhaisi; 9(6), 572-81 (2004). Carlo Pellegrino, Carlo Bebisut, and Claudio
tems and Corrosion-Induced Deterioration. Bridges, arch Modena; 9(5), 424-34 (2004).
Guido Roelfstra, Rade Hajdin, Bryan Adey, and Load Rating of Masonry Arch _ Bridges: Bridges, covered
Eugen Bruhwiler; 9(3), 268-77 (2004). Refinements. — Thomas E. Boothby and Paul J. Structural Analyses of Two Historic Covered
Routine Highway Bridge Inspection Condition Fanning; 9(3), 304-7 (2004). Wooden Bridges. — Dylan M. Lamar and Ben-
Documentation Accuracy and Reliability Performance Evaluation of Short Span Reinforced jamin W. Schafer; 9(6), 623-33 (A) (2004).
Brent M. Phares, Glenn A. Washer, Dennis D. Concrete Arch Bridges. — Giovanna Zanardo,
Bridges, girder
Rolander, Benjamin A. Graybeal, and Mark Carlo Pellegrino, Carlo Bobisut, and Claudio
Counterpropagation Neural Network Model for
Moore; 9(4), 403-13 (2004). Modena; 9(5), 424-34 (2004).
Steel Girder Bridge Structures. — Gene F. Sirca,
Bridge maintenance Assessment of Multispan Masonry Arch Bridges. I:
Jr., and Hojjat Adeli; 9(1), 55-65 (2004).
Effect of Common Cause Failures on Indirect Simplified Approach. — Antonio Brencich and
Potential Retrofit Methods for Concrete Channel
Costs. — Bryan Adey, Rade Hajdin, and Eugen Ugo De Francesco; 9(6), 582-90 (2004).
Beam Bridges Using Glass Fiber Reinforced
Bruhwiler; 9(2), 200-8 (2004). Assessment of Multispan Masonry Arch Bridges.
Condition Evolution in Bridge Management Sys- I]: Examples and Applications. Antonio Polymer. — Sherrill Ross, Andrew Boyd, Martin
tems and Corrosion-Induced Deterioration. - Brencich and Ugo De Francesco; 9(6), 591-8 Johnson, Robert Sexsmith, and Nemy Banthia;
Guido Roelfstra, Rade Hajdin, Bryan Adey, and (2004). 9(1), 66-74 (2004).
Eugen Bruhwiler; 9(3), 268-77 (2004). Bridges, box girder Effect of Side Retainers on Seismic Response of
Replacement of Pontesei Bridge, Italy. — Armando Warping Stresses in Curved Box Girder Bridges: Bridges with Elastomeric Bearings. — Shervin
Mammino and Fulvio Tonon; 9(5), 480-6 Case Study. — Ayman M. Okeil and Sherif Maleki; 9(1), 95-100 (2004).
(2004). El-Tawil; 9(5), 487-96 (2004). Evaluation of Prestressed Concrete Girders
Bridge piers Impact Factors for Horizontally Curved Composite Strengthened with Carbon Fiber Reinforced
Cyclic Testing of Concrete-Filled Circular Steel Box Girder Bridges. — Khaled M. Sennah, Polymer Sheets. — Calvin E. Reed and Robert
Bridge Piers having Encased Fixed-Based Xuesheng Zhang, and John B. Kennedy; 9(6), J. Peterman; 9(2), 185-92 (2004).
Detail. Julia Marson and Michel Bruneau; 512-20 (2004). Historical Perspective on Horizontally Curved |
9(1), 14-23 (2004). Bridges, cable-stayed Girder Bridge Design in the United States. — D.
Seismic Design of Concrete-Filled Circular Steel Lessons Learned from the Damaged Chi-Lu Cable- Linzell, D. Hall, and D. White; 9(3), 218-29
Bridge Piers. — Michel Bruneau and Julia Stayed Bridge. — K. C. Chang, Y. L. Mo, C. C. (2004).
Marson; 9(1), 24-34 (2004). Chen, L. C. Lai, and C. C. Chou; 9(4), 343-52 Recommended Procedures for Simplified Inelastic
Bridge tests (2004). Design of Steel I-Girder Bridges. — Karl E.
Roebling Suspension Bridge. II: Ambient Testing Feasibility of a 1,400 m Span Steel Cable-Stayed Barth, Bryan A. Hartnagel, Donald W. White,
and Live-Load Response. Wei-Xin Ren, Bridge. — Masatsugu Nagai, Yozo Fujino, Hi- and Michael G. Barker; 9(3), 230-42 (2004).
Issam E. Harik, George E. Blandford, M. Lenett, roki Yamaguchi, and Eiji Iwasaki; 9(5), 444-52 Seismic Behavior of Steel Girder Bridge
and T. M. Baseheart; 9(2), 119-26 (2004). (2004). Superstructures. — Ahmad M. Itani, Michel
Bridge towers Field Static Load Test on Kao-Ping-Hsi Cable- Bruneau, Lyle Carden, and Ian G. Buckle; 9(3),
Structural Characteristics and Applicability of Stayed Bridge. — I-Kuang Fang, Chun-Ray 243-9 (2004).
Four-Span Suspension Bridge. — Osamu Chen, and I-Shang Chang; 9(6), 531-40 (2004). Fatigue and Fracture of Steel Girders. — Robert J.
Yoshida, Motoi Okuda, and Takeo Moriya; 9(5), Bridges, composite Dexter, William J. Wright, and John W. Fisher;
453-63 (2004). Behavior of Field Splice Details in Precast 9(3), 278-86 (2004).
Bridges Concrete-Filled Steel Grid Bridge Deck. — Testing and Analysis of Partially Composite Fiber-
Predicted and Measured Performance of Pre- Christopher J. Earls and Thomas R. Johnston, Reinforced Polymer-Glulam-Concrete Bridge
stressed Concrete Bridges. — Chun S. Cai and Jr.; 9(2), 127-36 (2004). Girders. — Craig A. Weaver, William G. Davids,
Mohsen Shahawy; 9(1), 4-13 (2004). Bending Behavior of Steel Pipe Girders Filled with and Habib J. Dagher; 9(4), 316-25 (2004).
638 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004
Steel Girder Design per AASHTO LRED Specifi- Seismic Behavior of Steel Girder Bridge Cables
cations (Part 1). — Gregor P. Wollmann; 9(4), Superstructures. Ahmad M. Itani, Michel Suspension Cable Design of the New San
364-74 (2004). Bruneau, Lyle Carden, and Ian G. Buckle; 9(3), Francisco—Oakland Bay Bridge John Sun,
Steel Girder Design per AASHTO LREFD Specifi- 243-9 (2004). Rafael Manzanarez, and Marwan Nader: 9(1),
cations (Part 2). Gregor P. Wollmann; 9(4), Effect of Live-Load Deflections on Steel Bridge 101-6 (2004)
375-81 (2004). Performance. Charles W. Roeder, Karl E. California
Seismic Response of Multiple Span Steel Bridges Barth, and Adam Bergman; 9(3), 259-67 (2004). Suspension Cable Design of the New San
in Central and Southeastern United States. I: As Fatigue and Fracture of Steel Girders. — Robert J. Francisco—Oakland Bay Bridge John Sun,
Built. — Reginald DesRoches, Eunsoo Choi, Dexter, William J. Wright, and John W. Fisher; Rafael Manzanarez, and Marwan Nader; 9(1),
Roberto T. Leon, Shirley J. Dyke, and Mark 9(3), 278-86 (2004) 101-6 (2004)
Aschheim; 9(5), 464-72 (2004). Steel Girder Design per AASHTO LRED Specifi- Chlorides
Seismic Response of Multiple Span Steel Bridges cations (Part 1) Gregor P. Wollmann; 9(4), Analysis of Life-Cycle Maintenance Strategies for
in Central and Southeastern United States. II: 364-74 (2004).
Concrete Bridge Decks Ying-Hua Huang,
Retrofitted. Reginald DesRoches, Eunsoo Steel Girder Design per AASHTO LRFD Specifi Teresa M. Adams, and Jose A. Pincheira; 9(3),
C9(h5o)i,, R4o7b3e-9r to( 20T0.4 ).L eon, and Thomas A. Pfeifer; cations (Part 2) Gregor P. Wollmann; 9(4), 250-8 (2004
375-81 (2004). Condition Evolution in Bridge Management Sys
Experimental and Analytical Studies of a Horizon- Feasibility of a 1,400 m Span Steel Cable-Stayed tems and Corrosion-Induced Deterioration
tally Curved Steel I-Girder Bridge during
Bridge. Masatsugu Nagai, Yozo Fujino, Hi- Guido Roelfstra, Rade Hajdin, Bryan Adey, and
Erection. D. Linzell, R. T. Leon, and A. H.
roki Yamaguchi, and Eiji Iwasaki; 9(5), 444-52 Eugen Bruhwiler; 9(3), 268 (2004)
Zureick; 9(6), 521-30 (2004).
Orthotropic Plate Model for Estimating Deflections (2004) Clays
Seismic Response of Multiple Span Steel Bridges
in Filled Grid Decks. — Christopher Higgins; Estimation of Length Limits for Integral Bridges
in Central and Southeastern United States. I: As
9(6), 599-605 (A) (2004). Built on Clay Murat Dicleli and Suhail M
Built Reginald DesRoches, Eunsoo Choi,
\lbhaisi: 9(6), 572-81 (2004)
Bridges, highway Roberto T. Leon, Shirley J. Dyke, and Mark
Behavior of Field Splice Details in Precast Aschheim; 9(5), 464-72 (2004) Columns
Concrete-Filled Steel Grid Bridge Deck. Inelastic Damage Analysis of Reinforced Concrete
Seismic Response of Multiple Span Steel Bridges
Christopher J. Earls and Thomas R. Johnston, Bridge Columns Based on Degraded Monoton
in Central and Southeastern United States. II
Jr.; 9(2), 127-36 (2004) Energy iyadh A. Hindi
Retrofitted. Reginald DesRoches, Eunsoo
Wheel Load Distribution in Simply Supported Sexsmith; 9(4), 326-32 (2004)
Concrete Slab Bridges. — M. Mabsout, K. Tar Choi, Roberto T. Leon, and Thomas A. Pfeifer; Cyclic Response of Unbonded Posttensioned Pre
9(5), 473-9 (2004)
hini, R. Jabakhanji, and E. Awwad; 9(2), 147-55 cast Columns with Ductile Fiber-Reinforced
(2004). Experimental and Analytical Studies of a Horizon- Concrete S lington and J. K. Yoon;
tally Curved Steel I-Girder Bridge during
Routine Highway Bridge Inspection Condition 9(4), 353-63 (2004)
Documentation Accuracy and Reliability. Erection D. Linzell, R. T. Leon, and A. H Experimental Study of Seismic Behaviors of As
Brent M. Phares, Glenn A. Washer, Dennis D. Zureick; 9(6), 521-30 (2004). Built and Carbon Fiber Reinforced Plastics Re-
Rolander, Benjamin A. Graybeal, and Mark Load Distribution for a Highly Skewed Bridge paired Reinforced Concrete Bridge Columns
Moore; 9(4), 403-13 (2004). Testing and Analysis. Haoxiong Huang, Shuenn-Yih Chang, Yeou-Fong Li, and Chin
Bridges, orthotropic Harry W. Shenton, and Michael J. Chajes; 9(6), Hsiung Loh; 9(4), 391-402 (2004)
Orthotropic Plate Model for Estimating Deflections 558-62 (2004) Composite beams
in Filled Grid Decks Christopher Higgins; Bridges, suspension Testing and Analysis of Partially Composite Fiber-
9(6), 599-605 (A) (2004). Suspension Cable Design of the New San Reinforced Polymer-Glulam-Concrete Bridge
Bridges, piers Francisco—Oakland Bay Bridge. John Sun, Girders Craig A. Weaver, WilliamG . Davids
Influence of Pier Stiffness Degradation on Soil- Rafael Manzanarez, and Marwan Nader; 9(1), and Habib J. Dagher; 9(4), 316-25 (2004)
Structure Interaction in Base-Isolated Bridges. 101-6 (2004). Composite columns
Muhammad Tariq Amin Chaudhary; 9(3), Roebling Suspension Bridge. I: Finite-Element Cyclic Testing of Concrete-Filled Circular Steel
287-96 (2004). Model and Free Vibration Response. Wei-Xin Bridge Piers having Encased Fixed-Based
Cyclic Response of Unbonded Posttensioned Pre- Ren, George E. Blandford, and Issam E. Harik; Detail Julia Marson and Michel Bruneau;
cast Columns with Ductile Fiber-Reinforced 9(2), 110-8 (2004). 9(1), 14-23 (2004)
Concrete. — S. L. Billington and J. K. Yoon; Roebling Suspension Bridge. Il: Ambient Testing Seismic Design of Concrete-Filled Circular Steel
9(4), 353-63 (2004). and Live-Load Response. Wei-Xin Ren, Bridge Piers. Michel Bruneau and Julia
Bridges, skew Issam E. Harik, George E. Blandford, M. Lenett, Marson; 9(1), 24-34 (2004).
Load Distribution for a Highly Skewed Bridge: and T. M. Baseheart; 9(2), 119-26 (2004) Composite materials
Testing and Analysis. Haoxiong Huang, Feasibility of a 1,400 m Span Steel Cable-Stayed Performance Evaluation of Repair Technique for
Harry W. Shenton, and Michael J. Chajes; 9(6), Bridge Masatsugu Nagai, Yozo Fujino, Hi- Damaged Fiber-Reinforced Polymer Honey-
558-62 (2004). roki Yamaguchi, and Eiji Iwasaki; 9(5), 444-52 comb Bridge Deck Panels. Ondrej Kalny,
Forces in Wingwalls of Skewed Semi-Integral (2004). Robert J. Peterman, and Guillermo Ramirez;
Bridges. Eric Steinberg, Shad M. Sargand, Structural Characteristics and Applicability of 9(1), 75-86 (2004)
and Christopher Bettinger; 9(6), 563-71 (2004). Four-Span Suspension Bridge. Osamu Creep Effect in Structural Composite Lumber for
Bridges, steel Yoshida, Motoi Okuda, and Takeo Moriya; 9(5), Bridge Applications. Nur Yazdani, Eric
Counterpropagation Neural Network Model for 453-63 (2004). Johnson, and Shelia Duwadi; 9(1), 87-94 (2004).
Steel Girder Bridge Structures. — Gene F. Sirca, Bridges, wooden Seismic Retrofit of State Street Bridge on Interstate
Jr., and Hojjat Adeli; 9(1), 55-65 (2004). Creep Effect in Structural Composite Lumber for 80. Chris P. Pantelides, Fadel Alameddine,
High Performance Steel: Research Front- Bridge Applications. — Nur Yazdani, Eric Tom Sardo, and Roy Imbsen; 9(4), 333-42
Historical Account of Research Activities. Johnson, and Shelia Duwadi; 9(1), 87-94 (2004). (2004).
Atorod Azizinamini, Karl Barth, Robert Dexter, Effect of Lamina Thickness on Parallel-to-Grain Concrete
and Camille Rubeiz; 9(3), 212-7 (2004). Strength in Small Douglas-Fir Samples. Behavior of Field Splice Details in Precast
Recommended Procedures for Simplified Inelastic Rubin Shmulsky; 9(3), 308-9 (2004). Concrete-Filled Steel Grid Bridge Deck.
Design of Steel I-Girder Bridges. — Karl E. Structural Analyses of Two Historic Covered Christopher J. Earls and Thomas R. Johnston,
Barth, Bryan A. Hartnagel, Donald W. White, Wooden Bridges. — Dylan M. Lamar and Ben- Jr.; 9(2), 127-36 (2004).
and Michael G. Barker; 9(3), 230-42 (2004). jamin W. Schafer; 9(6), 623-33 (A) (2004). Bending Behavior of Steel Pipe Girders Filled with
JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 639
Ultralight Mortar. — Shun-ichi Nakamura, Tet- Corrosion Shear Lag Effect in Simply Supported Prestressed
suya Hosaka, and Kenji Nishiumi; 9(3), 297-303 Condition Evolution in Bridge Management Sys- Concrete Box Girder. — Shih Toh Chang; 9(2),
(2004). tems and Corrosion-Induced Deterioration. — 178-84 (2004).
Testing and Analysis of Partially Composite Fiber- Guido Roelfstra, Rade Hajdin, Bryan Adey, and Deflection
Reinforced Polymer-Glulam-Concrete Bridge Eugen Bruhwiler; 9(3), 268-77 (2004) Creep Effect in Structural Composite Lumber for
Girders. — Craig A. Weaver, William G. Davids, Costs Bridge Applications. — Nur Yazdani, Eric
and Habib J. Dagher; 9(4), 316-25 (2004). Effect of Common Cause Failures on Indirect Johnson, and Shelia Duwadi; 9(1), 87-94 (2004).
Seismic Retrofit of State Street Bridge on Interstate Costs. — Bryan Adey, Rade Hajdin, and Eugen Effect of Live-Load Deflections on Steel Bridge
80. — Chris P. Pantelides, Fadel Alameddine, Bruhwiler; 9(2), 200-8 (2004). Performance. — Charles W. Roeder, Karl E.
Tom Sardo, and Roy Imbsen; 9(4), 333-42 Creep Barth, and Adam Bergman; 9(3), 259-67 (2004).
(2004). Creep Effect in Structural Composite Lumber for Orthotropic Plate Model for Estimating Deflections
Fatigue and Strength Performance of Concrete- Bridge Applications. — Nur Yazdani, Eric in Filled Grid Decks. — Christopher Higgins;
Filled Steel-Grid Bridge Deck. B. G. Clay- Johnson, and Shelia Duwadi; 9(1), 87-94 (2004). 9(6), 599-605 (A) (2004).
baugh, C. J. Earls, and A. K. Ahmadi; 9(5), State-of-the-Art of Integral Abutment Bridges: De- Deformation
435-43 (2004). sign and Practice. — M. Arockiasamy, Narongrit Structural Characteristics and Applicability of
Warping Stresses in Curved Box Girder Bridges: Butrieng, and M. Sivakumar; 9(5), 497-506 Four-Span Suspension Bridge. Osamu
Case Study. - Ayman M. Okeil and Sherif (2004). Yoshida, Motoi Okuda, and Takeo Moriya; 9(5),
El-Tawil; 9(5), 487-96 (2004) Curvature 453-63 (2004).
Historical Perspective on Horizontally Curved | Design
Concrete deterioration
Girder Bridge Design in the United States. — D. Suspension Cable Design of the New San
Analysis of Life-Cycle Maintenance Strategies for
Linzell, D. Hall, and D. White; 9(3), 218-29 Francisco—Oakland Bay Bridge. John Sun,
Concrete Bridge Decks Ying-Hua Huang,
(2004). Rafael Manzanarez, and Marwan Nader; 9(1),
Teresa M. Adams, and Jose A. Pincheira; 9(3),
Impact Factors for Horizontally Curved Composite 101-6 (2004).
250-8 (2004). Box Girder Bridges Khaled M. Sennah, Design criteria
Concrete slabs Xuesheng Zhang, and John B. Kennedy; 9(6), Cyclic Testing of Concrete-Filled Circular Steel
Dynamic Behavior of Deck Slabs of Concrete Road 512-20 (2004). Bridge Piers having Encased Fixed-Based
Bridges. — Claude Broquet, Simon F. Bailey, Experimental and Analytical Studies of a Horizon- Detail. — Julia Marson and Michel Bruneau;
Mario Fafard, and Eugen Bruhwiler; 9(2) tally Curved Steel I-Girder Bridge during 9(1), 14-23 (2004).
137-46 (2004). Erection. — D. Linzell, R. T. Leon, and A. H. Seismic Design of Concrete-Filled Circular Steel
Wheel Load Distribution in Simply Supported Zureick; 9(6), 521-30 (2004). Bridge Piers. — Michel Bruneau and Julia
Concrete Slab Bridges. M. Mabsout, K. Tar- Cyclic loads Marson; 9(1), 24-34 (2004).
hini, R. Jabakhanji, and E. Awwad; 9(2), 147-55 Behavior ofa Semiintegral Bridge Abutment under Design/build
(2004). Static and Temperature-Induced Cyclic Replacement of Pontesei Bridge, Italy. — Armando
Concrete structures Loading. — S. Arsoy, J. M. Duncan, and R. M. Mammino and Fulvio Tonon; 9(5), 480-6
Analysis of Life-Cycle Maintenance Strategies for Barker; 9(2), 193-9 (2004). (2004).
Concrete Bridge Decks. Ying-Hua Huang, Inelastic Damage Analysis of Reinforced Concrete Deterioration
Teresa M. Adams, and Jose A. Pincheira; 9(3), Bridge Columns Based on Degraded Monotonic Effect of Common Cause Failures on Indirect
250-8 (2004). Energy. — Riyadh A. Hindi and Robert G. Costs. — Bryan Adey, Rade Hajdin, and Eugen
Concrete, prestressed Sexsmith; 9(4), 326-32 (2004). Bruhwiler; 9(2), 200-8 (2004).
Predicted and Measured Performance of Pre- Cyclic tests Condition Evolution in Bridge Management Sys-
Cyclic Testing of Concrete-Filled Circular Steel tems and Corrosion-Induced Deterioration. —
stressed Concrete Bridges Chun S. Cai and
Mohsen Shahawy; 9(1), 4-13 (2004). Bridge Piers having Encased Fixed-Based Guido Roelfstra, Rade Hajdin, Bryan Adey, and
Detail. — Julia Marson and Michel Bruneau; Eugen Bruhwiler; 9(3), 268-77 (2004).
Shear Lag Effect in Simply Supported Prestressed
Concrete Box Girder. Shih Toh Chang; 9(2), 9(1), 14-23 (2004). Displacement
Seismic Design of Concrete-Filled Circular Steel Behavior of a Semiintegral Bridge Abutment under
178-84 (2004).
Evaluation of Prestressed Concrete Girders Bridge Piers. Michel Bruneau and Julia Static and Temperature-Induced Cyclic
Strengthened with Carbon Fiber Reinforced Marson; 9(1), 24-34 (2004). Loading. — S. Arsoy, J. M. Duncan, and R. M.
Experimental Study of Seismic Behaviors of As- Barker; 9(2), 193-9 (2004).
Polymer Sheets. — Calvin E. Reed and Robert
J. Peterman; 9(2), 185-92 (2004) Built and Carbon Fiber Reinforced Plastics Re- Ductility
Cyclic Response of Unbonded Posttensioned Pre- paired Reinforced Concrete Bridge Columns. — Seismic Retrofit of State Street Bridge on Interstate
Shuenn-Yih Chang, Yeou-Fong Li, and Chin- 80. — Chris P. Pantelides, Fadel Alameddine,
cast Columns with Ductile Fiber-Reinforced
Hsiung Loh; 9(4), 391-402 (2004). Tom Sardo, and Roy Imbsen; 9(4), 333-42
Concrete. S. L. Billington and J. K. Yoon;
9(4), 353-63 (2004). Dam foundations (2004).
Replacement of Pontesei Bridge, Italy. — Armando Earthquake damage
Concrete, reinforced Mammino and Fulvio Tonon; 9(5), 480-6 Inelastic Damage Analysis of Reinforced Concrete
Structural Evaluation and Strengthening of a Rein- (2004). Bridge Columns Based on Degraded Monotonic
forced Concrete Bridge. — Giovanni Cardinale Damage Energy. — Riyadh A. Hindi and Robert G.
and Maurizio Orlando; 9(1), 35-42 (2004). Bridge Structural Condition Assessment Using Sexsmith; 9(4), 326-32 (2004).
Influence of Pier Stiffness Degradation on Soil- Systematically Validated Finite-Element Model. Lessons Learned from the Damaged Chi-Lu Cable-
Structure Interaction in Base-Isolated Bridges. — Pin-Qi Xia and James M. W. Brownjohn; Stayed Bridge. — K. C. Chang, Y. L. Mo, C. C.
— Muhammad Tariq Amin Chaudhary; 9(3), 9(5), 418-23 (2004). Chen, L. C. Lai, and C. C. Chou; 9(4), 343-52
287-96 (2004). Damping (2004).
Cyclic Response of Unbonded Posttensioned Pre- Timoshenko Beam with Tuned Mass Dampers to Earthquakes
cast Columns with Ductile Fiber-Reinforced Moving Loads. — Yung-Hsiang Chen and Ding- Seismic Response of Isolated Bridges. — R. S.
Concrete. — S. L. Billington and J. K. Yoon; Shin Chen; 9(2), 167-77 (2004). Jangid; 9(2), 156-66 (2004).
9(4), 353-63 (2004).
Dead loads Seismic Behavior of Steel Girder Bridge
Connections, bolted Roebling Suspension Bridge. I: Finite-Element Superstructures. — Ahmad M. Itani, Michel
Fatigue of Joints with Staggered Holes. — Georg Model and Free Vibration Response. — Wei-Xin Bruneau, Lyle Carden, and lan G. Buckle; 9(3),
Josi, Gilbert Y. Grondin, and Geoffrey L. Kulak; Ren, George E. Blandford, and Issam E. Harik; 243-9 (2004).
9(6), 614-22 (2004). 9(2), 110-8 (2004). Influence of Pier Stiffness Degradation on Soil-
640 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004
Structure Interaction in Base-Isolated Bridges. Fatigue tests Load Moment. Xiaoming Sharon Huo, Ed-
Muhammad Tariq Amin Chaudhary; 9(3), Testing and Analysis of Partially Composite Fiber- ward P. Wasserman, and Pingsheng Zhu; 9(4),
287-96 (2004). Reinforced Polymer-Glulam-Concrete Bridge 382-90 (2004)
Seismic Retrofit of State Street Bridge on Interstate Girders Craig A. Weaver, William G. Davids, Bridge Structural Condition Assessment Using
80. Chris P. Pantelides, Fadel Alameddine, and Habib J. Dagher; 9(4), 316-25 (2004) Systematically Validated Finite-Element Model
Tom Sardo, and Roy Imbsen; 9(4), 333-42 Federal agencies Pin-Qi Xia and James M. W. Brownjohn;
(2004). Applications of Laser-Based Instrumentation for 9(5), 418-23 (2004).
Lessons Learned from the Damaged Chi-Lu Cable- Highway Bridges. P. A. Fuchs,G . A. Washer, Field Static Load Test on Kao-Ping-Hsi Cable
Stayed Bridge. — K. C. Chang, Y. L. Mo, C. C. S. B. Chase, and M. Moore; 9(6), 541-9 (A) Stayed Bridge I-Kuang Fang, Chun-Ray
Chen, L. C. Lai, and C. C. Chou; 9(4), 343-52 (2004) Chen, and I-Shang Chang; 9(6), 531-40 (2004)
(2004). Fiber reinforced materials Load Distribution for a Highly Skewed Bridge
Performance Evaluation of Short Span Reinforced Testing and Analysis Haoxiong Huang
Cyclic Response of Unbonded Posttensioned Pre-
Concrete Arch Bridges. Giovanna Zanardo, Harry W. Shenton, and Michael J. Chajes; 9(6),
cast Columns with Ductile Fiber-Reinforced
Carlo Pellegrino, Carlo Bobisut, and Claudio Concrete. S. L. Billington and J. K. Yoon; 558-62 (2004).
Modena; 9(5), 424-34 (2004).
9(4), 353-63 (2004). Finite elements
Seismic Response of Multiple Span Steel Bridges
in Central and Southeastern United States. I: As Fiber reinforced plastics Dynamic Behavior of Deck Slabs of Concrete Road
Built. Reginald DesRoches, Eunsoo Choi, Performance Evaluation of Short Span Reinforced Bridges Claude Broquet, Simon F. Bailey,
Roberto T. Leon, Shirley J. Dyke, and Mark Concrete Arch Bridges Giovanna Zanardo, Mario Fafard, and Eugen Bruhwiler; 9(2
Aschheim; 9(5), 464-72 (2004). Carlo Pellegrino, Carlo Bobisut, and Claudio 137-46 (2004)
Seismic Response of Multiple Span Steel Bridges Modena; 9(5), 424-34 (2004) Flexural strength
in Central and Southeastern United States. II: Fiber reinforced polymers Evaluation of Prestressed Concrete Girders
Retrofitted. Reginald DesRoches, Eunsoo Potential Retrofit Methods for Concrete Channel Strengthened with Carbon Fiber Reinforced
Choi, Roberto T. Leon, and Thomas A. Pfeifer; Beam Bridges Using Glass Fiber Reinforced Polymer Sheets Calvin E. Reed and Robert
9(5), 473-9 (2004). Polymer. Sherrill Ross, Andrew Boyd, Martin J. Peterman; 9(2), 185-92 (2004)
Elastomer Johnson, Robert Sexsmith, and Nemy Banthia; Footings
Seismic Response of Isolated Bridges. 9(1). 66-74 (2004). Cyclic Testing of Concrete-Filled Circular Steel
Jangid; 9(2), 156-66 (2004). Performance Evaluation of Repair Technique for Piers having Encased Fixed-Based
Damaged Fiber-Reinforced Polymer Honey Detail Julia Marson and Michel Bruneau
Equilibrium
comb Bridge Deck Panels. Ondrej Kalny, 9(1), 14-23 (2004
Roebling Suspension Bridge. I: Finite-Element
Robert J. Peterman, and Guillermo Ramirez; Seismic Design of Concrete-Filled Circular Steel
Model and Free Vibration Response. Wei-Xin
Ren, George E. Blandford, and Issam E. Harik; 9(1), 75-86 (2004) Bridge Piers Michel Bruneau and Julia
9(2), 110-8 (2004). Evaluation of Prestressed Concrete Girders Marson; 9(1), 24-34 (2004)
Strengthened with Carbon Fiber Reinforced Fractures
Evaluation
Polymer Sheets. Calvin E. Reed and Robert Fatigue and Fracture of Steel Girders Robert J
Structural Evaluation and Strengthening of a Rein-
J. Peterman; 9(2), 185-92 (2004) Dexter, William J. Wright, and John W. Fisher
forced Concrete Bridge. — Giovanni Cardinale
and Maurizio Orlando; 9(1), 35-42 (2004). Effect of Lamina Thickness on Parallel-to-Grain 9(3). 2~ 78-86 (2004)
Strength in Small Douglas-Fir Samples
Roebling Suspension Bridge. II: Ambient Testing Glass fibers
Rubin Shmulsky; 9(3), 308-9 (2004)
and Live-Load Response. Wei-Xin Ren, Potential Retrofit Methods for Concrete Channel
Issam E. Harik, George E. Blandford, M. Lenett, Field tests Beam Bridges Using Glass Fiber Reinforced
and T. M. Baseheart; 9(2), 119-26 (2004). Load Distribution for a Highly Skewed Bridge Polymer Sherrill Ross, Andrew Boyd, Martin
Testing and Analysis. Haoxiong Huang Johnson, Robert Sexsmith, and Nemy Banthia;
Excitation
Timoshenko Beam with Tuned Mass Dampers to Harry W. Shenton, and Michael J. Chajes; 9(6), 9(1), 66-74 (2004)
558-62 (2004)
Moving Loads. — Yung-Hsiang Chen and Ding- Glue laminated materials
Shin Chen; 9(2), 167-77 (2004). Finite element method Testing and Analysis of Partially Composite Fiber
Predicted and Measured Performance of Pre Reinforced Polymer-Glulam-Concrete Bridge
Experimentation
Experimental and Analytical Studies of a Horizon- stressed Concrete Bridges Chun S. Cai and Girders Craig A. Weaver, William G. Davids
tally Curved Steel I-Girder Bridge during Mohsen Shahawy; 9(1), 4-13 (2004) and Habib J. Dagher; 9(4), 316-25 (2004
Structural Evaluation and Strengthening of a Rein
Erection D. Linzell, R. T. Leon, and A. H. forced Concrete Bridge Giovanni Cardinale Ground motion
Zureick; 9(6), 521-30 (2004). and Maurizio Orlando; 9(1), 35-42 (2004) Experimental Study of Seismic Behaviors of As
Failures Performance Evaluation of Repair Technique for Built and Carbon Fiber Reinforced Plastics Re
Effect of Common Cause Failures on Indirect Damaged Fiber-Reinforced Polymer Honey paired Reinforced Concrete Bridge Columns
Costs Bryan Adey, Rade Hajdin, and Eugen comb Bridge Deck Panels Ondrej Kalny, Shuenn-Yih Chang, Yeou-Fong Li, and Chin
Bruhwiler; 9(2), 200-8 (2004) Robert J. Peterman, and Guillermo Ramirez; Hsiung Loh; 9(4), 391-402 (2004)
Performance Evaluation of Short Span Reinforced
Fatigue 9(1), 75-86 (2004)
Concrete Arch Bridges Giovanna Zanardo
Fatigue and Fracture of Steel Girders. — Robert J. Roebling Suspension Bridge. I: Finite-Element
Carlo Pellegrino, Carlo Bobisut, and Claudio
Dexter, William J. Wright, and John W. Fisher; Model and Free Vibration Response Wei-Xin
Modena; 9(5), 424-34 (2004)
9(3), 278-86 (2004). Ren, George E. Blandford, and Issam E. Harik;
Fatigue and Strength Performance of Concrete- 9(2), 110-8 (2004) Guidelines
Filled Steel-Grid Bridge Deck. B. G. Clay- Roebling Suspension Bridge. Il: Ambient Testing New AASHTO Guide Manual for Load and Resis
baugh, C. J. Earls, and A. K. Ahmadi; 9(5), and Live-Load Response Wei-Xin Ren, tance Factor Rating of Highway Bridges
435-43 (2004). Issam E. Harik, George E. Blandford, M. Lenett, Charles Minervino, Bala Sivakumar, Fred
Estimation of Length Limits for Integral Bridges and T. M. Baseheart; 9(2), 119-26 (2004) Moses, Dennis Mertz, and William Edberg; 9(1)
43-54 (2004)
Built on Clay. — Murat Dicleli and Suhail M. Wheel Load Distribution in Simply Supported
Albhaisi; 9(6), 572-81 (2004). Concrete Slab Bridges. M. Mabsout, K. Tar- H piles
Fatigue of Joints with Staggered Holes. — Georg hini, R. Jabakhanji, and E. Awwad; 9(2), 147-55 Estimation of Length Limits for Integral Bridges
Josi, Gilbert Y. Grondin, and Geoffrey L. Kulak; (2004). Built on Clay. Murat Dicleli and Suhail M
9(6), 614-22 (2004). Simplified Method of Lateral Distribution of Live Albhaisi; 9(6), 572-81 (2004).
JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 641
Hazards Integrals — Daniel H. Tobias, Ralph E. Anderson, Salah
Effect of Common Cause Failures on Indirect Behavior of a Semiintegral Bridge Abutment under Y. Khayyat, Zeyn B. Uzman, and Kevin L.
Costs. — Bryan Adey, Rade Hajdin, and Eugen Static and Temperature-Induced Cyclic Riechers; 9(6), 606-13 (2004).
Bruhwiler; 9(2), 200-8 (2004). Loading. — S. Arsoy, J. M. Duncan, and R. M. Load and resistance factor design
High strength steel Barker; 9(2), 193-9 (2004). New AASHTO Guide Manual for Load and Resis-
High Performance Steel: Research Front— Interactions tance Factor Rating of Highway Bridges. —
Historical Account of Research Activities. Seismic Response of Isolated Bridges. — R. S. Charles Minervino, Bala Sivakumar, Fred
Atorod Azizinamini, Karl Barth, Robert Dexter, Jangid; 9(2), 156-66 (2004). Moses, Dennis Mertz, and William Edberg; 9(1),
and Camille Rubeiz; 9(3), 212-7 (2004). Italy 43-54 (2004).
Structural Evaluation and Strengthening of a Rein- Recommended Procedures for Simplified Inelastic
Highway
forced Concrete Bridge. — Giovanni Cardinale Design of Steel I-Girder Bridges. — Karl E.
New AASHTO Guide Manual for Load and Resis-
and Maurizio Orlando; 9(1), 35-42 (2004). Barth, Bryan A. Hartnagel, Donald W. White,
tance Factor Rating of Highway Bridges. —
Replacement of Pontesei Bridge, Italy. — Armando and Michael G. Barker; 9(3), 230-42 (2004).
Charles Minervino, Bala Sivakumar, Fred
Mammino and Fulvio Tonon; 9(5), 480-6 Effect of Live-Load Deflections on Steel Bridge
Moses, Dennis Mertz, and William Edberg; 9(1), (2004). Performance. — Charles W. Roeder, Karl E.
43-54 (2004).
Joints Barth, and Adam Bergman; 9(3), 259-67 (2004).
Highway, deflection Fatigue of Joints with Staggered Holes. — Georg Steel Girder Design per AASHTO LREFD Specifi-
Applications of Laser-Based Instrumentation for Josi, Gilbert Y. Grondin, and Geoffrey L. Kulak; cations (Part 1). — Gregor P. Wollmann; 9(4),
Highway Bridges P. A. Fuchs, G. A. Washer, 9(6), 614-22 (2004). 364-74 (2004).
S. B. Chase, and M. Moore; 9(6), 541-9 (A) Kentucky Steel Girder Design per AASHTO LRFD Specifi-
(2004). Roebling Suspension Bridge. II: Ambient Testing cations (Part 2). — Gregor P. Wollmann; 9(4),
Historic sites and Live-Load Response. — Wei-Xin Ren, 375-81 (2004).
Structural Analyses of Two Historic Covered Issam E. Harik, George E. Blandford, M. Lenett, Orthotropic Plate Model for Estimating Deflections
Wooden Bridges. — Dylan M. Lamar and Ben- and T. M. Baseheart; 9(2), 119-26 (2004). in Filled Grid Decks. — Christopher Higgins;
9(6), 599-605 (A) (2004).
jamin W. Schafer; 9(6), 623-33 (A) (2004). Laminated wood
History Effect of Lamina Thickness on Parallel-to-Grain Load distribution
High Performance Steel: Research Front- Strength in Small Douglas-Fir Samples. — Wheel Load Distribution in Simply Supported
Historical Account of Research Activities. — Rubin Shmulsky; 9(3), 308-9 (2004). Concrete Slab Bridges. — M. Mabsout, K. Tar-
Testing and Analysis of Partially Composite Fiber- hini, R. Jabakhanji, and E. Awwad; 9(2), 147-55
Atorod Azizinamini, Karl Barth, Robert Dexter,
Reinforced Polymer-Glulam-Concrete Bridge (2004).
and Camille Rubeiz; 9(3), 212-7 (2004).
Girders. — Craig A. Weaver, William G. Davids, Load Distribution for a Highly Skewed Bridge:
Holes and Habib J. Dagher; 9(4), 316-25 (2004). Testing and Analysis. — Haoxiong Huang,
Fatigue of Joints with Staggered Holes. Georg Lasers Harry W. Shenton, and Michael J. Chajes; 9(6),
Josi, Gilbert Y. Grondin, and Geoffrey L. Kulak; Applications of Laser-Based Instrumentation for 558-62 (2004).
9(6), 614-22 (2004). Highway Bridges. — P. A. Fuchs, G. A. Washer, Simplified AASHTO Load and Resistance Factor
Honeycomb structures S. B. Chase, and M. Moore; 9(6), 541-9 (A) Design Girder Live Load Distribution in Illinois.
Performance Evaluation of Repair Technique for (2004). — Daniel H. Tobias, Ralph E. Anderson, Salah
Damaged Fiber-Reinforced Polymer Honey- Lateral displacement Y. Khayyat, Zeyn B. Uzman, and Kevin L.
comb Bridge Deck Panels. Ondrej Kalny, State-of-the-Art of Integral Abutment Bridges: De- Riechers; 9(6), 606-13 (2004).
Robert J. Peterman, and Guillermo Ramirez; sign and Practice. — M. Arockiasamy, Narongrit Load factors
9(1), 75-86 (2004). Butrieng, and M. Sivakumar; 9(5), 497-506 Counterpropagation Neural Network Model for
I beams (2004). Steel Girder Bridge Structures. — Gene F. Sirca,
Jr., and Hojjat Adeli; 9(1), 55-65 (2004).
Recommended Procedures for Simplified Inelastic Lateral loads
Design of Steel I-Girder Bridges. Karl E. State-of-the-Art of Integral Abutment Bridges: De- Load tests
Barth, Bryan A. Hartnagel, Donald W. White, sign and Practice. — M. Arockiasamy, Narongrit Field Static Load Test on Kao-Ping-Hsi Cable-
and Michael G. Barker; 9(3), 230-42 (2004). Butrieng, and M. Sivakumar; 9(5), 497-506 Stayed Bridge. — I-Kuang Fang, Chun-Ray
Impact force (2004). Chen, and I-Shang Chang; 9(6), 531-40 (2004).
Lead Applications of Laser-Based Instrumentation for
Impact Factors for Horizontally Curved Composite
Box Girder Bridges. Khaled M. Sennah, Seismic Response of Isolated Bridges. — R. S. SH.i gBh.w aCyh asBer,i dgaensd. —M . P.M Ao.o rFeu;c hs9,( 6)G,. A5.4 1W-a9s he(rA,)
Xuesheng Zhang, and John B. Kennedy; 9(6), Jangid; 9(2), 156-66 (2004). > (2004).
512-20 (2004). Length
Estimation of Length Limits for Integral Bridges Maintenance
Inelastic action Built on Clay. — Murat Dicleli and Suhail M. Analysis of Life-Cycle Maintenance Strategies for
Recommended Procedures for Simplified Inelastic Albhaisi; 9(6), 572-81 (2004). Concrete Bridge Decks. — Ying-Hua Huang,
Design of Steel I-Girder Bridges. — Karl E. Teresa M. Adams, and José A. Pincheira; 9(3),
Life cycle cost
Barth, Bryan A. Hartnagel, Donald W. White, Analysis of Life-Cycle Maintenance Strategies for 250-8 (2004).
and Michael G. Barker; 9(3), 230-42 (2004). Concrete Bridge Decks. — Ying-Hua Huang, Masonry
Inelastic Damage Analysis of Reinforced Concrete Teresa M. Adams, and José A. Pincheira; 9(3), Load Rating of Masonry Arch _ Bridges:
Bridge Columns Based on Degraded Monotonic 250-8 (2004). Refinements. — Thomas E. Boothby and Paul J.
Energy. — Riyadh A. Hindi and Robert G. Fanning; 9(3), 304-7 (2004).
Live loads
Sexsmith; 9(4), 326-32 (2004). Effect of Live-Load Deflections on Steel Bridge Mathematical models
Estimation of Length Limits for Integral Bridges Performance. — Charles W. Roeder, Karl E. Testing and Analysis of Partially Composite Fiber-
Built on Clay. — Murat Dicleli and Suhail M. Barth, and Adam Bergman; 9(3), 259-67 (2004). Reinforced Polymer-Glulam-Concrete Bridge
Albhaisi; 9(6), 572-81 (2004). Simplified Method of Lateral Distribution of Live Girders. — Craig A. Weaver, William G. Davids,
Instrumentation Load Moment. — Xiaoming Sharon Huo, Ed- and Habib J. Dagher; 9(4), 316-25 (2004).
Applications of Laser-Based Instrumentation for ward P. Wasserman, and Pingsheng Zhu; 9(4), Maximum loads
Highway Bridges. — P. A. Fuchs, G. A. Washer, 382-90 (2004). Load Rating of Masonry Arch Bridges:
S. B. Chase, and M. Moore; 9(6), 541-9 (A) Simplified AASHTO Load and Resistance Factor Refinements. — Thomas E. Boothby and Paul J.
(2004). Design Girder Live Load Distribution in Illinois. Fanning; 9(3), 304-7 (2004).
642 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004
Measurement Pennsylvania Reliability
Predicted and Measured Performance of Pre- Structural Analyses of Two Historic Covered Routine Highway Bridge Inspection Condition
stressed Concrete Bridges. — Chun S. Cai and Wooden Bridges. — Dylan M. Lamar and Ben- Documentation Accuracy and Reliability.
Mohsen Shahawy; 9(1), 4-13 (2004). jamin W. Schafer; 9(6), 623-33 (A) (2004). Brent M. Phares, Glenn A. Washer, Dennis D
Military engineering Performance evaluation Rolander, Benjamin A. Graybeal, and Mark
Rapid and Global Bridge Assessment for the Performance Evaluation of Repair Technique for Moore; 9(4), 403-13 (2004)
Military. — James Ray and Cary D. Butler; 9(6), Damaged Fiber-Reinforced Polymer Honey- Research
550-7 (2004). comb Bridge Deck Panels. Ondrej Kalny, High Performance Steel: Research Front
Model analysis Robert J. Peterman, and Guillermo Ramirez; Historical Account of Research Activities
Roebling Suspension Bridge. I: Finite-Element 9(1), 75-86 (2004). Atorod Azizinamini, Karl Barth, Robert Dexter,
Model and Free Vibration Response. — Wei-Xin Performance Evaluation of Short Span Reinforced and Camille Rubeiz; 9(3), 212-7 (2004)
Ren, George E. Blandford, and Issam E. Harik; Concrete Arch Bridges. — Giovanna Zanardo, Retaining walls
9(2), 110-8 (2004). Carlo Pellegrino, Carlo Bobisut, and Claudio Forces in Wingwalls of Skewed Semi-Integral
Models Modena; 9(5), 424-34 (2004). Bridges. Eric Steinberg, Shad M. Sargand,
Counterpropagation Neural Network Model for Piles and Christopher Bettinger; 9(6), 563-71 (2004).
Steel Girder Bridge Structures. — Gene F. Sirca, State-of-the-Art of Integral Abutment Bridges: De- Retrofitting
Jr., and Hojjat Adeli; 9(1), 55-65 (2004). sign and Practice. — M. Arockiasamy, Narongrit Potential Retrofit Methods for Concrete Channel
Moment distribution Butrieng, and M. Sivakumar; 9(5), 497-506 Beam Bridges Using Glass Fiber Reinforced
Simplified Method of Lateral Distribution of Live (2004). Polymer. - Sherrill Ross, Andrew Boyd, Martin
Load Moment. — Xiaoming Sharon Huo, Ed- Plastic hinges Johnson, Robert Sexsmith, and Nemy Banthia;
ward P. Wasserman, and Pingsheng Zhu; 9(4), Cyclic Response of Unbonded Posttensioned Pre- 9(1), 66-74 (2004)
382-90 (2004). cast Columns with Ductile Fiber-Reinforced Seismic Retrofit of State Street Bridge on Interstate
Monitoring Concrete S. L. Billington and J. K. Yoon; 80. — Chris P. Pantelides, Fadel Alameddine,
Field Static Load Test on Kao-Ping-Hsi Cable- 9(4), 353-63 (2004) Tom Sardo, and Roy Imbsen; 9(4), 333-42
Stayed Bridge. I-Kuang Fang, Chun-Ray Plates (2004).
Chen, and I-Shang Chang; 9(6), 531-40 (2004) Orthotropic Plate Model for Estimating Deflections Seismic Response of Multiple Span Steel Bridges
Mortars in Filled Grid Decks Christopher Higgins; in Central and Southeastern United States. II
Bending Behavior of Steel Pipe Girders Filled with 9(6), 599-605 (A) (2004). Retrofitted Reginald DesRoches, Eunsoo
Ultralight Mortar. — Shun-ichi Nakamura, Tet- Post tensioning Choi, Roberto T. Leon, and Thomas A. Pfeifer;
suya Hosaka, and Kenji Nishiumi; 9(3), 297-303 Cyclic Response of Unbonded Posttensioned Pre- 9(5), 473-9 (2004)
(2004). cast Columns with Ductile Fiber-Reinforced Rigidity
Natural frequency Concrete. — S. L. Billington and J. K. Yoon; Structural Characteristics and Applicability of
Roebling Suspension Bridge. I: Finite-Element 9(4), 353-63 (2004). Four-Span Suspension Bridge. Osamu
Model and Free Vibration Response. — Wei-Xin Pressure measurement Yoshida, Motoi Okuda, and Takeo Moriya; 9(5),
Ren, George E. Blandford, and Issam E. Harik; Forces in Wingwalls of Skewed Semi-Integral 453-63 (2004).
9(2), 110-8 (2004). Bridges. — Eric Steinberg, Shad M. Sargand, Rock structures
Roebling Suspension Bridge. II: Ambient Testing and Christopher Bettinger; 9(6), 563-71 (2004). Replacement of Pontesei Bridge, Italy. — Armando
and Live-Load Response - Wei-Xin Ren, Project feasibility Mammino and Fulvio Tonon; 9(5), 480-6
Issam E. Harik, George E. Blandford, M. Lenett, Feasibility of a 1,400 m Span Steel Cable-Stayed (2004).
and T. M. Baseheart; 9(2), 119-26 (2004). Bridge. — Masatsugu Nagai, Yozo Fujino, Hi- Rockslides
roki Yamaguchi, and Eiji Iwasaki; 9(5), 444-52
Neural networks Replacement of Pontesei Bridge, Italy. — Armando
(2004).
Counterpropagation Neural Network Model for Mammino and Fulvio Tonon; 9(5), 480-6
Pseudodynamic method
Steel Girder Bridge Structures. — Gene F. Sirca, (2004).
Experimental Study of Seismic Behaviors of As-
Jr., and Hojjat Adeli; 9(1), 55-65 (2004). Routing
Built and Carbon Fiber Reinforced Plastics Re-
Nondestructive tests Routine Highway Bridge Inspection Condition
paired Reinforced Concrete Bridge Columns.
Applications of Laser-Based Instrumentation for Documentation Accuracy and Reliability
Shuenn-Yih Chang, Yeou-Fong Li, and Chin-
Highway Bridges. — P. A. Fuchs, G. A. Washer, Brent M. Phares, Glenn A. Washer, Dennis D
Hsiung Loh; 9(4), 391-402 (2004).
S. B. Chase, and M. Moore; 9(6), 541-9 (A) Rolander, Benjamin A. Graybeal, and Mark
Rehabilitation
(2004). Moore; 9(4), 403-13 (2004).
Performance Evaluation of Repair Technique for
Nonlinear analysis San Francisco
Damaged Fiber-Reinforced Polymer Honey-
Effect of Side Retainers on Seismic Response of Suspension Cable Design of the New San
comb Bridge Deck Panels. Ondrej Kalny,
Bridges with Elastomeric Bearings. — Shervin Francisco—Oakland Bay Bridge. John Sun,
Robert J. Peterman, and Guillermo Ramirez;
Maleki; 9(1), 95-100 (2004). Rafael Manzanarez, and Marwan Nader; 9(1),
9(1), 75-86 (2004).
Numerical analysis 101-6 (2004).
Evaluation of Prestressed Concrete Girders
Assessment of Multispan Masonry Arch Bridges. I: Strengthened with Carbon Fiber Reinforced Sandwich panels
Simplified Approach. — Antonio Brencich and Polymer Sheets. — Calvin E. Reed and Robert Performance Evaluation of Repair Technique for
Ugo De Francesco; 9(6), 582-90 (2004). J. Peterman; 9(2), 185-92 (2004). Damaged Fiber-Reinforced Polymer Honey-
Assessment of Multispan Masonry Arch Bridges. Effect of Common Cause Failures on Indirect comb Bridge Deck Panels Ondrej Kalny,
II: Examples and Applications. — Antonio Costs. — Bryan Adey, Rade Hajdin, and Eugen Robert J. Peterman, and Guillermo Ramirez;
Brencich and Ugo De Francesco; 9(6), 591-8 Bruhwiler; 9(2), 200-8 (2004). 9(1), 75-86 (2004).
(2004). Seismic Retrofit of State Street Bridge on Interstate Seismic effects
Ohio 80. — Chris P. Pantelides, Fadel Alameddine, Effect of Side Retainers on Seismic Response of
Roebling Suspension Bridge. II: Ambient Testing Tom Sardo, and Roy Imbsen; 9(4), 333-42 Bridges with Elastomeric Bearings. — Shervin
and Live-Load Response. Wei-Xin Ren, (2004). Maleki; 9(1), 95-100 (2004)
Issam E. Harik, George E. Blandford, M. Lenett, Experimental Study of Seismic Behaviors of As- Seismic hazard
and T. M. Baseheart; 9(2), 119-26 (2004). Built and Carbon Fiber Reinforced Plastics Re- Seismic Retrofit of State Street Bridge on Interstate
Parameters paired Reinforced Concrete Bridge Columns. — 80. — Chris P. Pantelides, Fadel Alameddine,
Seismic Response of Isolated Bridges. — R. S. Shuenn-Yih Chang, Yeou-Fong Li, and Chin- Tom Sardo, and Roy Imbsen; 9(4), 333-42
Jangid; 9(2), 156-66 (2004). Hsiung Loh; 9(4), 391-402 (2004). (2004).
JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 643
Seismic isolation Estimation of Length Limits for Integral Bridges Superstructures
Seismic Response of Isolated Bridges. — R. S. Built on Clay. — Murat Dicleli and Suhail M. Seismic Behavior of Steel Girder Bridge
Jangid; 9(2), 156-66 (2004). \lbhaisi; 9(6), 572-81 (2004). Superstructures. — Ahmad M. Itani, Michel
Seismic response Specifications Bruneau, Lyle Carden, and Ian G. Buckle; 9(3),
Cyclic Testing of Concrete-Filled Circular Steel New AASHTO Guide Manual for Load and Resis- 243-9 (2004).
Bridge Piers having Encased Fixed-Based tance Factor Rating of Highway Bridges. — Surface roughness
Detail. — Julia Marson and Michel Bruneau; Charles Minervino, Bala Sivakumar, Fred Dynamic Behavior of Deck Slabs of Concrete Road
9(1), 14-23 (2004) Moses, Dennis Mertz, and William Edberg; 9(1), Bridges. Claude Broquet, Simon F. Bailey,
Seismic Design of Concrete-Filled Circular Steel 43-54 (2004). Mario Fafard, and Eugen Bruhwiler; 9(2),
Bridge Piers. — Michel Bruneau and Julia Steel Girder Design per AASHTO LRFD Specifi- 137-46 (2004).
Marson; 9(1), 24-34 (2004) cations (Part 1). — Gregor P. Wollmann; 9(4), Switzerland
Seismic Behavior of Steel Girder Bridge 364-74 (2004) Condition Evolution in Bridge Management Sys-
Superstructures. Ahmad M. Itani, Michel Steel Girder Design per AASHTO LRFD Specifi- tems and Corrosion-Induced Deterioration.
Bruneau, Lyle Carden, and Ian G. Buckle; 9(3), cations (Part 2). Gregor P. Wollmann; 9(4), Guido Roelfstra, Rade Hajdin, Bryan Adey, and
243-9 (2004) 375-81 (2004). Eugen Bruhwiler; 9(3), 268-77 (2004).
Experimental Study of Seismic Behaviors of As- Static loads Taiwan
Built and Carbon Fiber Reinforced Plastics Re- Field Static Load Test on Kao-Ping-Hsi Cable- Lessons Learned from the Damaged Chi-Lu Cable-
paired Reinforced Concrete Bridge Columns. Stayed Bridge. I-Kuang Fang, Chun-Ray Stayed Bridge. — K. C. Chang, Y. L. Mo, C. C.
Shuenn-Yih Chang, Yeou-Fong Li, and Chin- Chen, and I-Shang Chang; 9(6), 531-40 (2004). Chen, L. C. Lai, and C. C. Chou; 9(4), 343-52
Hsiung Loh; 9(4), 391-402 (2004) Steel (2004).
Performance Evaluation of Short Span Reinforced Behavior of Field Splice Details in Precast Field Static Load Test on Kao-Ping-Hsi Cable-
Concrete Arch Bridges Giovanna Zanardo, Concrete-Filled Steel Grid Bridge Deck. Stayed Bridge. I-Kuang Fang, Chun-Ray
Carlo Pellegrino, Carlo Bobisut, and Claudio Christopher J. Earls and Thomas R. Johnston, Chen, and I-Shang Chang; 9(6), 531-40 (2004).
Modena; 9(5), 424-34 (2004) Jr.; 9(2), 127-36 (2004). Temperature effects
Seismic Response of Multiple Span Steel Bridges Fatigue and Strength Performance of Concrete- Behavior ofa Semiintegral Bridge Abutment under
in Central and Southeastern United States. I: As Filled Steel-Grid Bridge Deck. — B. G. Clay- Static and Temperature-Induced Cyclic
Built. — Reginald DesRoches, Eunsoo Choi, baugh, C. J. Earls, and A. K. Ahmadi; 9(5), Loading. — S. Arsoy, J. M. Duncan, and R. M.
Roberto T. Leon, Shirley J. Dyke, and Mark 435-43 (2004). Barker; 9(2), 193-9 (2004).
Aschheim; 9(5), 464-72 (2004) Warping Stresses in Curved Box Girder Bridges: State-of-the-Art of Integral Abutment Bridges: De-
Seismic Response of Multiple Span Steel Bridges Case Study. — Ayman M. Okeil and Sherif sign and Practice. — M. Arockiasamy, Narongrit
in Central and Southeastern United States. II: El-Tawil; 9(5), 487-96 (2004). Butrieng, and M. Sivakumar; 9(5), 497-506
Retrofitted. Reginald DesRoches, Eunsoo Steel beams (2004).
Choi, Roberto T. Leon, and Thomas A. Pfeifer; Recommended Procedures for Simplified inelastic Forces in Wingwalls of Skewed Semi-Integral
9(5), 473-9 (2004). Design of Steel I-Girder Bridges. Karl E. Bridges. — Eric Steinberg, Shad M. Sargand,
Shear fiow Barth, Bryan A. Hartnagel, Donald W. White, and Christopher Bettinger; 9(6), 563-71 (2004).
Testing and Analysis of Partially Composite Fiber- and Michael G. Barker; 9(3), 230-42 (2004). Tests
Reinforced Polymer-Glulam-Concrete Bridge Steel pipes Predicted and Measured Performance of Pre-
Girders. — Craig A. Weaver, William G. Davids, Bending Behavior of Steel Pipe Girders Filled with stressed Concrete Bridges. — Chun S. Cai and
and Habib J. Dagher; 9(4), 316-25 (2004). Ultralight Mortar. — Shun-ichi Nakamura, Tet- Mohsen Shahawy; 9(1), 4-13 (2004).
Shear forces suya Hosaka, and Kenji Nishiumi; 9(3), 297-303 Thermal analysis
Simplified AASHTO Load and Resistance Factor (2004). Estimation of Length Limits for Integral Bridges
Design Girder Live Load Distribution in Illinois. Steel plates Built on Clay. — Murat Dicieli and Suhail M.
Daniel H. Tobias, Ralph E. Anderson, Salah Seismic Behavior of Steel Girder Bridge Albhaisi; 9(6), 572-81 (2004).
Y. Khayyat, Zeyn B. Uzman, and Kevin L. Superstructures. — Ahmad M. Itani, Michel Three-dimensional models
Riechers; 9(6), 606-13 (2004). Bruneau, Lyle Carden, and Ian G. Buckle; 9(3), Roebling Suspension Bridge. I: Finite-Element
243-9 (2004). Model and Free Vibration Response. — Wei-Xin
Shear lag
Stiffness Ren, George E. Blandford, and Issam E. Harik;
Shear Lag Effect in Simply Supported Prestressed
Influence of Pier Stiffness Degradation on Soil- 9(2), 110-8 (2004).
Concrete Box Girder. — Shih Toh Chang; 9(2),
178-84 (2004). Structure Interaction in Base-Isolated Bridges. Timber construction
Muhammad Tariq Amin Chaudhary; 9(3), Effect of Lamina Thickness on Parallel-to-Grain
Shear strength
287-96 (2004). Strength in Small Douglas-Fir Samples. —
Evaluation of Prestressed Concrete Girders Bridge Structural Condition Assessment Using Rubin Shmulsky; 9(3), 308-9 (2004).
Strengthened with Carbon Fiber Reinforced
Systematically Validated Finite-Element Model. Torsion
Polymer Sheets. — Calvin E. Reed and Robert
Pin-Qi Xia and James M. W. Brownjohn; Warping Stresses in Curved Box Girder Bridges:
J. Peterman; 9(2), 185-92 (2004).
9(5), 418-23 (2004). Case Study. — Ayman M. Okeil and Sherif
Sheets Stress El-Tawil; 9(5), 487-96 (2004).
Evaluation of Prestressed Concrete Géirders Warping Stresses in Curved Box Girder Bridges: Toughness
Strengthened with Carbon Fiber Reinforced Case Study. -~ Ayman M. Okeil and Sherif Fatigue and Fracture of Steel Girders. — Robert J.
Polymer Sheets. — Calvin E. Reed and Robert El-Tawil; 9(5), 487-96 (2004). Dexter, William J. Wright, and John W. Fisher;
J. Peterman; 9(2), 185-92 (2004).
Structural analysis 9(3), 278-86 (2004).
Shrinkage Timoshenko Beam with Tuned Mass Dampers to Trucks
State-of-the-Art of Integral Abutment Bridges: De- Moving Loads. — Yung-Hsiang Chen and Ding- Impact Factors for Horizontally Curved Composite
sign and Practice. — M. Arockiasamy, Narongrit Shin Chen; 9(2), 167-77 (2004). Box Girder Bridges. — Khaled M. Sennah,
Butrieng, and M. Sivakumar; 9(5), 497-506 Structural Analyses of Two Historic Covered Xuesheng Zhang, and John B. Kennedy; 9(6),
(2004). Wooden Bridges. — Dylan M. Lamar and Ben- 512-20 (2004).
Soil-structure interaction jamin W. Schafer; 9(6), 623-33 (A) (2004). United States
Influence of Pier Stiffness Degradation on Soil- Structural behavior Historical Perspective on Horizontally Curved I
Structure Interaction in Base-Isolated Bridges. Structural Evaluation and Strengthening of a Rein- Girder Bridge Design in the United States. — D.
Muhammad Tariq Amin Chaudhary; 9(3), forced Concrete Bridge. — Giovanni Cardinale Linzell, D. Hall, and D. White; 9(3), 218-29
287-96 (2004). and Maurizio Orlando; 9(1), 35-42 (2004). (2004).
644 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004
Routine Highway Bridge Inspection Condition Utah Roebling Suspension Bridge. II: Ambient Testing
Documentation Accuracy and Reliability. Seismic Retrofit of State Street Bridge on Interstate and Live-Load Response Wei-Xin Ren,
Brent M. Phares, Glenn A. Washer, Dennis D. 80 Chris P. Pantelides, Fadel Alameddine, Issam E. Harik, George E. Blandford, M. Lenett,
Rolander, Benjamin A. Graybeal, and Mark Tom Sardo, and Roy Imbsen; 9(4), 333-42 and T. M. Baseheart; 9(2), 119-26 (2004)
Moore; 9(4), 403-13 (2004). (2004) Warpage
Seismic Response of Multiple Span Steel Bridges Warping Stresses in Curved Box Girder Bridges
Vehicles
in Central and Southeastern United States. 1: As Case Study Ayman M. Okeil and Sherif
Dynamic Behavior of Deck Slabs of Concrete Road
Built. Reginald DesRoches, Eunsoo Choi, El-Tawil; 9(5), 487-96 (2004)
Bridges Claude Broquet, Simon F. Bailey,
Roberto T. Leon, Shirley J. Dyke, and Mark Wood beams
Mario Fafard, and Eugen Bruhwiler; 9(2),
Aschheim; 9(5), 464-72 (2004). Effect of Lamina Thickness on Parallel-to-Grait
37-46 (2004)
Seismic Response of Multiple Span Steel Bridges Strength in Small Douglas-Fir Samples
Wheel Load Distribution in Simply Supported
in Central and Southeastern United States. II: Rubin Shmulsky; 9(3), 308-9 (2004)
Retrofitted. Reginald DesRoches, Eunsoo Concrete Slab Bridges M. Mabsout, K. 1 al Wooden structures
hini, R. Jabakhanji, and E. Awwad; 9(2), 147 5 5
Choi, Roberto T. Leon, and Thomas A. Pfeifer; Effect of Lamina Thickness on Parallel-to-Grain
9(5), 473-9 (2004). (2004) Strength in Small Douglas-Fir Samples
Urban areas Vibration Rubin Shmulsky; 9(3), 308-9 (2004)
Behavior of Field Splice Details in Precast Roebling Suspension Bridge. I: Finite-Element
Concrete-Filled Steel Grid Bridge Deck. Model and Free Vibration Response Wei-Xin
Christopher J. Earls and Thomas R. Johnston, Ren, George E. Blandford, and Issam E. Harik;
Jr.; 9(2), 127-36 (2004). 9(2), 110-8 (2004)
JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 645
2004 ANNUAL INDEX
Author Index
Adams, Teresa M. Awwad, E. Bettinger, Christopher
Analysis of Life-Cycle Maintenance Strategies for Wheel Load Distribution in Simply Supported Forces in Wingwalls of Skewed Semi-Integral
Concrete Bridge Decks. Ying-Hua Huang, Concrete Slab Bridges. — M. Mabsout, K. Tar- Bridges. — Eric Steinberg, Shad M. Sargand,
Teresa M. Adams, and Jose A. Pincheira; 9(3), hini, R. Jabakhanji, and E. Awwad; 9(2), 147-55 and Christopher Bettinger; 9(6), 563-71 (2004).
250-8 (2004) (2004). Billington, S. L.
Adeli, Hojjat Azizinamini, Atorod Cyclic Response of Unbonded Posttensioned Pre-
Counterpropagation Neural Network Model for High Performance Steel: Research Front— cast Columns with Ductile Fiber-Reinforced
Steel Girder Bridge Structures. — Gene F. Sirca, Historical Account of Research Activities. — Concrete. — S. L. Billington and J. K. Yoon;
Jr., and Hojjat Adeli; 9(1), 55-65 (2004). Atorod Azizinamini, Karl Barth, Robert Dexter, 9(4), 353-63 (2004).
Adey, Bryan and Camille Rubeiz; 9(3), 212-7 (2004). Blandford, George E.
Effect of Common Cause Failures on Indirect Bailey, Simon F. Roebling Suspension Bridge. I: Finite-Element
Costs. — Bryan Adey, Rade Hajdin, and Eugen Dynamic Behavior of Deck Slabs of Concrete Road Model and Free Vibration Response. — Wei-Xin
Bruhwiler; 9(2), 200-8 (2004) Bridges. Claude Broquet, Simon F. Bailey, Ren, George E. Blandford, and Issam E. Harik;
Condition Evolution in Bridge Management Sys- Mario Fafard, and Eugen Bruhwiler; 9(2), 9(2), 110-8 (2004).
tems and Corrosion-Induced Deterioration. - 137-46 (2004). Roebling Suspension Bridge. Il: Ambient Testing
Guido Roelfstra, Rade Hajdin, Bryan Adey, and Banthia, Nemy and Live-Load Response. — Wei-Xin Ren,
Eugen Bruhwiler; 9(3), 268-77 (2004). Potential Retrofit Methods for Concrete Channel Issam E. Harik, George E. Blandford, M. Lenett,
Ahmadi, A. K. Beam Bridges Using Glass Fiber Reinforced and T. M. Baseheart; 9(2), 119-26 (2004).
Fatigue and Strength Performance of Concrete- Polymer. — Sherrill Ross, Andrew Boyd, Martin Bobisut, Carlo
Filled Steel-Grid Bridge Deck. B. G. Clay- Johnson, Robert Sexsmith, and Nemy Banthia; Performance Evaluation of Short Span Reinforced
baugh, C. J. Earls, and A. K. Ahmadi; 9(5), 9(1), 66-74 (2004). Concrete Arch Bridges. — Giovanna Zanardo,
435-43 (2004). Barker, Michael G. Carlo Pellegrino, Carlo Bobisut, and Claudio
Alameddine, Fadel Recommended Procedures for Simplified Inelastic Modena; 9(5), 424-34 (2004).
Seismic Retrofit of State Street Bridge on Interstate
Design of Steel I-Girder Bridges. — Karl E. Boothby, Thomas E.
80. Chris P. Pantelides, Fadel Alameddine,
Barth, Bryan A. Hartnagel, Donald W. White, Load Rating of Masonry Arch _ Bridges:
Tom Sardo, and Roy Imbsen; 9(4), 333-42
and Michael G. Barker; 9(3), 230-42 (2004). Refinements. — Thomas E. Boothby and Paul J.
(2004).
Barker, R. M. Fanning; 9(3), 304-7 (2004).
Albhaisi, Suhail M.
Behavior of a Semiintegral Bridge Abutment under Boyd, Andrew
Estimation of Length Limits for Integral Bridges
Static and Temperature-Induced Cyclic Potential Retrofit Methods for Concrete Channel
Built on Clay. Murat Dicleli and Suhail M.
Loading. — S. Arsoy, J. M. Duncan, and R. M. Beam Bridges Using Glass Fiber Reinforced
Albhaisi; 9(6), 572-81 (2004).
Barker; 9(2), 193-9 (2004). Polymer. — Sherrill Ross, Andrew Boyd, Martin
Anderson, Ralph E.
Barth, Karl Johnson, Robert Sexsmith, and Nemy Banthia;
Simplified AASHTO Load and Resistance Factor
High Performance Steel: Research Front— 9(1), 66-74 (2004).
Design Girder Live Load Distribution in Illinois.
— Daniel H. Tobias, Ralph E. Anderson, Salah Historical Account of Research Activities. — Brencich, Antonio
Y. Khayyat, Zeyn B. Uzman, and Kevin L. Atorod Azizinamini, Karl Barth, Robert Dexter, Assessment of Multispan Masonry Arch Bridges. I:
Riechers; 9(6), 606-13 (2004). and Camille Rubeiz; 9(3), 212-7 (2004). Simplified Approach. — Antonio Brencich and
Arockiasamy, M. Barth, Karl E. Ugo De Francesco; 9(6), 582-90 (2004).
State-of-the-Art of Integral Abutment Bridges: De- Recommended Procedures for Simplified Inelastic Assessment of Multispan Masonry Arch Bridges.
sign and Practice. — M. Arockiasamy, Narongrit Design of Steel I-Girder Bridges. — Karl E. II: Examples and Applications. — Antonio
Butrieng, and M. Sivakumar; 9(5), 497-506 Barth, Bryan A. Hartnagel, Donald W. White, Brencich and Ugo De Francesco; 9(6), 591-8
(2004) and Michael G. Barker; 9(3), 230-42 (2004). (2004).
Arsoy, S. Effect of Live-Load Deflections on Steel Bridge Broquet, Claude
Behavior ofa Semiintegral Bridge Abutment under Performance. — Charles W. Roeder, Karl E. Dynamic Behavior of Deck Slabs of Concrete Road
Static and Temperature-Induced Cyclic Barth, and Adam Bergman; 9(3), 259-67 (2004). Bridges. — Claude Broquet, Simon F. Bailey,
Loading. S. Arsoy, J. M. Duncan, and R. M. Baseheart, T. M. Mario Fafard, and Eugen Bruthwiler; 9(2),
Barker; 9(2), 193-9 (2004) Roebling Suspension Bridge. II: Ambient Testing 137-46 (2004).
Aschheim, Mark and Live-Load Response. — Wei-Xin Ren, Brownjohn, James M. W.
Seismic Response of Multiple Span Steel Bridges Issam E. Harik, George E. Blandford, M. Lenett, Bridge Structural Condition Assessment Using
in Central and Southeastern United States. I: As and T. M. Baseheart; 9(2), 119-26 (2004). Systematically Validated Finite-Element Model.
Built. Reginald DesRoches, Eunsoo Choi, Béguin, Gilbert H. — Pin-Qi Xia and James M. W. Brownjohn;
Roberto T. Leon, Shirley J. Dyke, and Mark Discussion of “‘Noncontact Photogrammetric Mea- 9(5), 418-23 (2004).
Aschheim; 9(5), 464-72 (2004). surement of Vertical Bridge Deflection” by Bruhwiler, Eugen
Ashour, Mohamed David V. Jauregui, Kenneth R. White, Clinton B. Dynamic Behavior of Deck Slabs of Concrete Road
Closure to “Strain Wedge Model Capability of Woodward, and Kenneth R. Leitch. — Gilbert Bridges. — Claude Broquet, Simon F. Bailey,
Analyzing Behavior of Laterally Loaded Iso- H. Béguin; 9(5), 507 (2004). Mario Fafard, and Eugen Bruhwiler; 9(2),
lated Piles, Drilled Shafts, and Pile Groups” by Bergman, Adam 137-46 (2004).
Mohamed Ashour, Gary Norris, and Patrick Effect of Live-Load Deflections on Steel Bridge Effect of Common Cause Failures on Indirect
Pilling. — Mohamed Ashour and Gary Norris; Performance. — Charles W. Roeder, Karl E. Costs. — Bryan Adey, Rade Hajdin, and Eugen
9(3), 311 (2004). Barth, and Adam Bergman; 9(3), 259-67 (2004). Bruhwiler; 9(2), 200-8 (2004).
646 / JOURNAL OF BRIDGE ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004