Journal of Engineering Mechanics 2002: Vol 128 Index

23 Pages·2002·8.9 MB·English

2002 ANNUAL INDEX
Civil Engineering Database Keyword Index
The Civil Engineering Database (CEDB) is Aeroelasticity Axial loads
designed to provide free, easy bibliographic Observations on Low-Speed Aeroelasticity. — Analytic Solution for Finite Transversely Isotropic
access to all ASCE publications. The database Robert H. Scanlan; 128(12), 1254-8 (2002). Circular Cylinders under the Axial Point Load
covers ASCE documents published since 1972. It Algorithms Test. — X. X. Wei and K. T. Chau; 128(2),
provides access to all the journals, conference Improved Damage Quantification from Elemental 209-19 (2002).
proceedings, books, standards, = manuals, Modal Strain Energy Change. — Z. Y. Shi, S. S. Vibration of Axially Loaded Rotating Cross-Ply
magazines, and newspapers. The index terms Law, and L. M. Zhang; 128(5), 521-9 (2002). Laminated Cylindrical Shells via Ritz Method.
below were assigned to papers published in this Semi-Implicit Integration Algorithm for Stochastic K. M. Liew, T. Y. Ng, and X. Zhao; 128(9),
journal during 2002 from a CEDB keyword 1001-7 (2002).
Analysis of Multi-Degree-of-Freedom
list. The CEDB and keyword list can be accessed Structures. — Yasuki Ohtori and B. F. Spencer, Base isolation
on the Web = at http://www.pubs.asce.org/ Jr.; 128(6), 635-43 (2002). Protecting Base-Isolated Structures from Near-
cedbsrch.html. Explicit Pseudodynamic Algorithm with Uncondi Field Ground Motion by Tuned Interaction
tional Stability. — Shuenn-Yih Chang; 128(9), Damper. Yunfeng Zhang and Wilfred D.
Absorbers 935-47 (2002). Iwan; 128(3), 287-95 (2002).
Design and Dynamic Analysis of an Adjustable In- “Smart” Base Isolation Strategies Employing
ertia Absorber for Semiactive Structural Vibra- Aluminum Magnetorheological Dampers. — H. Yoshioka,
tion Attenuation. — Nader Jalili and Behrooz Inelastic Cyclic Buckling of Aluminum Shear J. C. Ramallo, and B. F. Spencer, Jr.; 128(5),
Fallahi; 128(12), 1342-8 (2002). Panels. — Durgesh C. Rai; 128(11), 1233-7 540-51 (2002).
Acceleration (2002). Smart” Base Isolation Systems. — J. C. Ramallo,
Temporal ay and a; in Earthquake Ground Motion Analysis E. A. Johnson, and B. F. Spencer, Jr.; 128(10),
at a Single Point. — Mai Tong, Jincheng Qi, and Why Did the World Trade Center Collapse?— 1088-99 (2002).
George C. Lee; 128(5), 502-10 (2002). Simple Analysis. — Zdenek P. Bazant and Yong
Bayesian analysis
Model Predictive Control of Structures under Zhou; 128(1), 2-6 (2002).
Bayesian Modal Updating using Complete Input
Earthquakes using Acceleration Feedback. — Anisotropic materials and Incomplete Response Noisy Measurements.
Gang Mei, Ahsan Kareem, and Jeffrey C.
Torsional Surface Waves in an Initially Stressed Ka-Veng Yuen and Lambros S. Katafygiotis;
Kantor; 128(5), 574-85 (2002).
Anisotropic Porous Medium. — S. Dey and M. 128(3), 340-50 (2002).
Acoustic waves
G. Sarkar; 128(2), 184-9 (2002). Bayesian Updating of Structural Models and Re-
Reducing Dispersion of Linear Triangular Ele-
Failure Properties of Fractured Rock Masses as An- liability using Markov Chain Monte Carlo
ments for the Helmholtz Equation. — Isaac
isotropic Homogenized Media. — P. de Buhan, Simulation. — James L. Beck and Siu-Kui Au;
Harari and Carnot L. Nogueira; 128(3), 351-8
J. Freard, D. Garnier, and S. Maghous; 128(8), 128(4), 380-91 (2002).
(2002)
Time-Domain Methods for Solving Problems of 869-75 (2002). Beams
Linear Acoustics. — Andrzej J. Safjan; 128(10), Anisotropy Bond Slip Analysis of Fiber-Reinforced Polymer-
1050-61 (2002). Anisotropic Elastoplastic Bounding Surface Model Strengthened Beams. — Hayder A. Rasheed and
Acoustics for Cohesive Soils. — Hoe I. Ling, Dongyi Yue, Shariq Pervaiz; 128(1), 78-86 (2002).
Experiments to Relate Acoustic Emission Energy Victor N. Kaliakin, and Nickolas J. Themelis; Formulation of Cracked Beam Element for Struc-
to Fracture Energy of Concrete. — Eric N. Lan- 128(7), 748-58 (2002). tural Analysis. — E. Viola, L. Nobile, and L.
dis and Lucie Baillon; 128(6), 698-702 (2002). Failure Criterion for Structural Masonry based on Federici; 128(2), 220-30 (2002).
Upscaling Heterogeneous Media by Asymptotic Critical Plane Approach. — R. Ushaksaraei and Solution Method for Beams on Nonuniform Elastic
Expansions. — J.-L. Auriault; 128(8), 817-22 S. Pietruszczak; 128(7), 769-78 (2002). Foundations Ya-Jun Guo and Y. Jack
(2002). Micromechanical Analysis of Anisotropic Damage Weitsman; 128(5), 592-4 (2002).
Adhesive bonding in Brittle Materials. — V. Pensée, D. Kondo, and Creep and Shrinkage Effect on Reinforced Con-
Bond Slip Analysis of Fiber-Reinforced Polymer- L. Dormieux; 128(8), 889-97 (2002). crete Slab-and-Beam Structures. — E. J. Sa-
Strengthened Beams. — Hayder A. Rasheed and Arches pountzakis and J. T. Katsikadelis; 128(6),
Shariq Pervaiz; 128(1), 78-86 (2002). In-Plane Elastic Stability of Arches under a Central 625-34 (2002).
Stress Transfer and Fracture Propagation in Differ- Concentrated Load. — M. A. Bradford, B. Uy, Nonclassical Modes of Unrestrained Shear Beams.
ent Kinds of Adhesive Joints. — Zhishen Wu, and Y.-L. Pi; 128(7), 710-9 (2002). Eduardo Kausel; 128(6), 663-7 (2002).
Hong Yuan, and Hedong Niu; 128(5), 562-73 Vibration of Pressure Loaded Nonlinear Rectangu-
(2002). Asphalt mixes lar Plates with Cross Stiffener. — Koichi Kimura
Aerodynamics Microstructural Finite-Element Analysis of Influ- and Masaaki Okamoto; 128(7), 788-94 (2002).
ence of Localized Strain Distribution on Asphalt
Study of Passive Deck-Flaps Flutter Control Sys- Bending
Mix Properties. — Eyad Masad and Niranjanan
tem on Full Bridge Model. I: Theory. — Piotr Plastic Interaction Relations for Pipe Sections. —
Somadevan; 128(10), 1105-14 (2002).
Omenzetter, Krzysztof Wilde, and Yozo Fujino; Magdi Mohareb; 128(1), 112-20 (2002).
128(3), 264-79 (2002). Attenuation Hygrothermal Effects on the Nonlinear Bending of
Study of Passive Deck-Flaps Flutter Control Sys- Design and Dynamic Analysis of an Adjustable In- Shear Deformable Laminated Plates. — Hui-
tem on Full Bridge Model. II: Results. — Piotr ertia Absorber for Semiactive Structural Vibra- Shen Shen; 128(4), 493-6 (2002).
Omenzetter, Krzysztof Wilde, and Yozo Fujino; tion Attenuation. — Nader Jalili and Behrooz Biaxial stress
128(3), 280-6 (2002). Fallahi; 128(12), 1342-8 (2002). Fatigue Fracture of Concrete Subjected to Biaxial
Advances in Modeling of Aerodynamic Forces on Axial forces Stresses in the Tensile C-T Region. — Kolluru
Bridge Decks. — Xinzhong Chen and Ahsan Plastic Interaction Relations for Pipe Sections. — V Subramaniam, John S. Popovics, and Suren-
Kareem; 128(11), 1193-205 (2002). Magdi Mohareb; 128(1), 112-20 (2002). dra P. Shah; 128(6), 668-76 (2002).
1356 / JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002
2002 ANNUAL INDEX
Civil Engineering Database Keyword Index
The Civil Engineering Database (CEDB) is Aeroelasticity Axial loads
designed to provide free, easy bibliographic Observations on Low-Speed Aeroelasticity. — Analytic Solution for Finite Transversely Isotropic
access to all ASCE publications. The database Robert H. Scanlan; 128(12), 1254-8 (2002). Circular Cylinders under the Axial Point Load
covers ASCE documents published since 1972. It Algorithms Test. — X. X. Wei and K. T. Chau; 128(2),
provides access to all the journals, conference Improved Damage Quantification from Elemental 209-19 (2002).
proceedings, books, standards, = manuals, Modal Strain Energy Change. — Z. Y. Shi, S. S. Vibration of Axially Loaded Rotating Cross-Ply
magazines, and newspapers. The index terms Law, and L. M. Zhang; 128(5), 521-9 (2002). Laminated Cylindrical Shells via Ritz Method.
below were assigned to papers published in this Semi-Implicit Integration Algorithm for Stochastic K. M. Liew, T. Y. Ng, and X. Zhao; 128(9),
journal during 2002 from a CEDB keyword 1001-7 (2002).
Analysis of Multi-Degree-of-Freedom
list. The CEDB and keyword list can be accessed Structures. — Yasuki Ohtori and B. F. Spencer, Base isolation
on the Web = at http://www.pubs.asce.org/ Jr.; 128(6), 635-43 (2002). Protecting Base-Isolated Structures from Near-
cedbsrch.html. Explicit Pseudodynamic Algorithm with Uncondi Field Ground Motion by Tuned Interaction
tional Stability. — Shuenn-Yih Chang; 128(9), Damper. Yunfeng Zhang and Wilfred D.
Absorbers 935-47 (2002). Iwan; 128(3), 287-95 (2002).
Design and Dynamic Analysis of an Adjustable In- “Smart” Base Isolation Strategies Employing
ertia Absorber for Semiactive Structural Vibra- Aluminum Magnetorheological Dampers. — H. Yoshioka,
tion Attenuation. — Nader Jalili and Behrooz Inelastic Cyclic Buckling of Aluminum Shear J. C. Ramallo, and B. F. Spencer, Jr.; 128(5),
Fallahi; 128(12), 1342-8 (2002). Panels. — Durgesh C. Rai; 128(11), 1233-7 540-51 (2002).
Acceleration (2002). Smart” Base Isolation Systems. — J. C. Ramallo,
Temporal ay and a; in Earthquake Ground Motion Analysis E. A. Johnson, and B. F. Spencer, Jr.; 128(10),
at a Single Point. — Mai Tong, Jincheng Qi, and Why Did the World Trade Center Collapse?— 1088-99 (2002).
George C. Lee; 128(5), 502-10 (2002). Simple Analysis. — Zdenek P. Bazant and Yong
Bayesian analysis
Model Predictive Control of Structures under Zhou; 128(1), 2-6 (2002).
Bayesian Modal Updating using Complete Input
Earthquakes using Acceleration Feedback. — Anisotropic materials and Incomplete Response Noisy Measurements.
Gang Mei, Ahsan Kareem, and Jeffrey C.
Torsional Surface Waves in an Initially Stressed Ka-Veng Yuen and Lambros S. Katafygiotis;
Kantor; 128(5), 574-85 (2002).
Anisotropic Porous Medium. — S. Dey and M. 128(3), 340-50 (2002).
Acoustic waves
G. Sarkar; 128(2), 184-9 (2002). Bayesian Updating of Structural Models and Re-
Reducing Dispersion of Linear Triangular Ele-
Failure Properties of Fractured Rock Masses as An- liability using Markov Chain Monte Carlo
ments for the Helmholtz Equation. — Isaac
isotropic Homogenized Media. — P. de Buhan, Simulation. — James L. Beck and Siu-Kui Au;
Harari and Carnot L. Nogueira; 128(3), 351-8
J. Freard, D. Garnier, and S. Maghous; 128(8), 128(4), 380-91 (2002).
(2002)
Time-Domain Methods for Solving Problems of 869-75 (2002). Beams
Linear Acoustics. — Andrzej J. Safjan; 128(10), Anisotropy Bond Slip Analysis of Fiber-Reinforced Polymer-
1050-61 (2002). Anisotropic Elastoplastic Bounding Surface Model Strengthened Beams. — Hayder A. Rasheed and
Acoustics for Cohesive Soils. — Hoe I. Ling, Dongyi Yue, Shariq Pervaiz; 128(1), 78-86 (2002).
Experiments to Relate Acoustic Emission Energy Victor N. Kaliakin, and Nickolas J. Themelis; Formulation of Cracked Beam Element for Struc-
to Fracture Energy of Concrete. — Eric N. Lan- 128(7), 748-58 (2002). tural Analysis. — E. Viola, L. Nobile, and L.
dis and Lucie Baillon; 128(6), 698-702 (2002). Failure Criterion for Structural Masonry based on Federici; 128(2), 220-30 (2002).
Upscaling Heterogeneous Media by Asymptotic Critical Plane Approach. — R. Ushaksaraei and Solution Method for Beams on Nonuniform Elastic
Expansions. — J.-L. Auriault; 128(8), 817-22 S. Pietruszczak; 128(7), 769-78 (2002). Foundations Ya-Jun Guo and Y. Jack
(2002). Micromechanical Analysis of Anisotropic Damage Weitsman; 128(5), 592-4 (2002).
Adhesive bonding in Brittle Materials. — V. Pensée, D. Kondo, and Creep and Shrinkage Effect on Reinforced Con-
Bond Slip Analysis of Fiber-Reinforced Polymer- L. Dormieux; 128(8), 889-97 (2002). crete Slab-and-Beam Structures. — E. J. Sa-
Strengthened Beams. — Hayder A. Rasheed and Arches pountzakis and J. T. Katsikadelis; 128(6),
Shariq Pervaiz; 128(1), 78-86 (2002). In-Plane Elastic Stability of Arches under a Central 625-34 (2002).
Stress Transfer and Fracture Propagation in Differ- Concentrated Load. — M. A. Bradford, B. Uy, Nonclassical Modes of Unrestrained Shear Beams.
ent Kinds of Adhesive Joints. — Zhishen Wu, and Y.-L. Pi; 128(7), 710-9 (2002). Eduardo Kausel; 128(6), 663-7 (2002).
Hong Yuan, and Hedong Niu; 128(5), 562-73 Vibration of Pressure Loaded Nonlinear Rectangu-
(2002). Asphalt mixes lar Plates with Cross Stiffener. — Koichi Kimura
Aerodynamics Microstructural Finite-Element Analysis of Influ- and Masaaki Okamoto; 128(7), 788-94 (2002).
ence of Localized Strain Distribution on Asphalt
Study of Passive Deck-Flaps Flutter Control Sys- Bending
Mix Properties. — Eyad Masad and Niranjanan
tem on Full Bridge Model. I: Theory. — Piotr Plastic Interaction Relations for Pipe Sections. —
Somadevan; 128(10), 1105-14 (2002).
Omenzetter, Krzysztof Wilde, and Yozo Fujino; Magdi Mohareb; 128(1), 112-20 (2002).
128(3), 264-79 (2002). Attenuation Hygrothermal Effects on the Nonlinear Bending of
Study of Passive Deck-Flaps Flutter Control Sys- Design and Dynamic Analysis of an Adjustable In- Shear Deformable Laminated Plates. — Hui-
tem on Full Bridge Model. II: Results. — Piotr ertia Absorber for Semiactive Structural Vibra- Shen Shen; 128(4), 493-6 (2002).
Omenzetter, Krzysztof Wilde, and Yozo Fujino; tion Attenuation. — Nader Jalili and Behrooz Biaxial stress
128(3), 280-6 (2002). Fallahi; 128(12), 1342-8 (2002). Fatigue Fracture of Concrete Subjected to Biaxial
Advances in Modeling of Aerodynamic Forces on Axial forces Stresses in the Tensile C-T Region. — Kolluru
Bridge Decks. — Xinzhong Chen and Ahsan Plastic Interaction Relations for Pipe Sections. — V Subramaniam, John S. Popovics, and Suren-
Kareem; 128(11), 1193-205 (2002). Magdi Mohareb; 128(1), 112-20 (2002). dra P. Shah; 128(6), 668-76 (2002).
1356 / JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002
Biaxial tests Study of Passive Deck-Flaps Flutter Control Sys- Cables
Influence of Particle Shape and Surface Friction tem on Full Bridge Model. II: Results. — Piotr Generalized-a Time Integration Solutions for
Variability on Response of Rod-Shaped Particu- Omenzetter, Krzysztof Wilde, and Yozo Fujino; Hanging Chain Dynamics. — Jason I. Gobat,
late Media. — Catherine O'Sullivan, Jonathan 128(3), 280-6 (2002). Mark A. Grosenbaugh, and Michael S.
D. Bray, and Michael F. Riemer; 128(11), Brittleness Triantafyllou; 128(6), 677-87 (2002).
1182-92 (2002). Micromechanical Analysis of Anisotropic Damage Free Vibrations of Taut Cable with Attached
Bifurcation in Brittle Materials. — V. Pensée, D. Kondo, and Damper. I: Linear Viscous Damper. — J. A.
Three-Dimensional Necking Bifurcation in Tensile L. Dormieux; 128(8), 889-97 (2002). Main and N. P. Jones; 128(10), 1062-71 (2002).
Steel Specimens. — Shigenobu Okazawa, Tsu- Buckling Free Vibrations of Taut Cable with Attached
tomu Usami, Hirohisa Noguchi, and Fumio Efficiency Limits for Slip-on Type Buckle Arres- Damper. II: Nonlinear Damper. — J. A. Main
Fujii; 128(4), 479-86 (2002). tors for Offshore Pipelines. — Stelios and N. P. Jones; 128(10), 1072-81 (2002).
In-Plane Elastic Stability of Arches under a Central Kyriakides; 128(1), 102-11 (2002). Capacity
Concentrated Load. — M. A. Bradford, B. Uy, Classic Buckling of Three-Dimensional Multicol- Probabilistic Capacity Models and Fragility Esti-
and Y.-L. Pi; 128(7), 710-9 (2002). umn Systems under Gravity Loads. — J. Dario mates for Reinforced Concrete Columns based
Biomechanics Aristizabal-Ochoa; 128(6), 613-24 (2002). on Experimental Observations. — Paolo Gar-
Micromechanical Model for Ultrastructural Stiff- In-Plane Elastic Stability of Arches under a Central doni, Armen Der Kiureghian, and Khalid M.
ness of Mineralized Tissues. — Christian Hell- Concentrated Load. — M. A. Bradford, B. Uy, Mosalam; 128(10), 1024-38 (2002).
mich and Franz-Josef Ulm; 128(8), 898-908 and Y.-L. Pi; 128(7), 710-9 (2002). Channel flow
(2002). Higher-Order Finite Strip Method for Postbuckling Turbulence Characteristics in Gradual Channel
Blast loads Analysis of Imperfect Composite Plates. — Transition. — Athanasios N. Papanicolaou and
Pressure-Impulse Diagram for Blast Loads Based Guiping Zou and Pizhong Qiao; 128(9), 1008-15 Robert Hilldale; 128(9), 948-60 (2002).
on Dimensional Analysis and Single-Degree-of- (2002). China
Freedom Model. — Q. M. Li and H. Meng; Collapse of Composite Rings Due to Delamination Unified Catastrophic Model for Collapsible Loess.
128(1), 87-92 (2002). Buckling Under External Pressure. — HayderA . — Tiande Miao, Zhongyu Liu, and Yonghong
Blasting Rasheed and John L. Tassoulas; 128(11), Niu; 128(5), 595-8 (2002)
Response of 1/4-Scale Concrete Masonry Unit 1174-81 (2002). Coefficients
(CMU) Walls to Blast. — Scott T. Dennis, James Inelastic Cyclic Buckling of Aluminum Shear Mechanics of Composite Solids. Stephen
T. Baylot, and Stanley C. Woodson; 128(2), Panels. — Durgesh C. Rai; 128(11), 1233-7 Whitaker; 128(8), 823-8 (2002).
134-42 (2002). (2002). Cohesive soils
Bonding Local Buckling of Elastically Restrained Fiber- Anisotropic Elastoplastic Bounding Surface Model
Elasto-Plastic Bonding of Embedded Optical Fiber Reinforced Plastic Plates and its Application to for Cohesive Soils. — Hoe I. Ling, Dongyi Yue,
Sensors in Concrete. — Qingbin Li, Guang Li, Box Sections. — Pizhong Qiao and Guiping Victor N. Kaliakin, and Nickolas J. Themelis;
Guanglun Wang, Farhad Ansari, and Qingren Zou; 128(12), 1324-30 (2002). 128(7), 748-58 (2002).
Liu; 128(4), 471-8 (2002). Buffeting Collapse
Boundary conditions Advances in Modeling of Aerodynamic Forces on Why Did the World Trade Center Collapse?—
Element-Free Method Based on _ Lagrange Bridge Decks. — Xinzhong Chen and Ahsan Simple Analysis. — Zdenek P. Bazant and Yong
Polynomial. — Yoshitaka Suetake; 128(2), Kareem; 128(11), 1193-205 (2002). Zhou; 128(1), 2-6 (2002).
231-9 (2002). Building codes Addendum to “Why Did the World Trade Center
Time-Harmonic Analysis of Wave Propagation in Peak Non-Gaussian Wind Effects for Database- Collapse?—-Simple Analysis”. — Zdenek P. Ba-
Unbounded Layered Strata with Zigzag Assisted Low-Rise Building Design. — Fahim zant and Yong Zhou; 128(3), 369-70 (2002).
Boundaries. — Si-Hwan Park and John L. Sadek and Emil Simiu; 128(5), 530-9 (2002). Unified Catastrophic Model for Collapsible Loess.
Tassoulas; 128(3), 359-68 (2002). Classic Buckling of Three-Dimensional Multicol- — Tiande Miao, Zhongyu Liu, and Yonghong
Boundary element method umn Systems under Gravity Loads. — J. Dario Niu; 128(5), 595-8 (2002).
A Boundary Element Analysis of Quasi-Brittle Sol- Aristizabal-Ochoa; 128(6), 613-24 (2002). Could the World Trade Center have been Modified
ids Containing Cracks. — F. Qin, Z. Z. Cen, and Building design to Prevent its Collapse? — David E. Newland
T. C. Fung; 128(2), 240-8 (2002). Actuator Saturation and Control Design for Build- and David Cebon; 128(7), 795-800 (2002).
Dynamic and Seismic Analysis of Foundations ings under Seismic Excitation. — Jin-Hoon Kim Collapse of Composite Rings Due to Delamination
based on Free Field B-Spline Characteristic Re- and F. Jabbari; 128(4), 403-12 (2002). Buckling Under External Pressure. — HayderA .
sponse Histories. — D. C. Rizos and K. G. Loya; Buildings, high-rise Rasheed and John L. Tassoulas; 128(11),
128(4), 438-48 (2002). Why Did the World Trade Center Collapse?— 1174-81 (2002).
Three-Dimensional Green’s Functions for a Mul- Simple Analysis. — Zdenék P. Bazant and Yong Lateral Confinement Needed to Suppress Softening
tilayered Half-Space in Displacement Zhou; 128(1), 2-6 (2002). of Concrete in Compression. — Ferhun C. Caner
Potentials. — Ronald Y. S. Pak and Bojan B. Addendum to “Why Did the World Trade Center and Zdenek P. Bazant; 128(12), 1304-13 (2002).
Guzina; 128(4), 449-61 (2002). Collapse?—Simple Analysis” .— Zdenek P. Ba- Columns
Bridge decks zant and Yong Zhou; 128(3), 369-70 (2002). Comprehensive Composite Inelastic Fiber Element
Advances in Modeling of Aerodynamic Forces on Optimal Control Method for Seismically Excited for Cyclic Analysis of Concrete-Filled Steel
Bridge Decks. — Xinzhong Chen and Ahsan Building Structures with Time-delay in Control. Tube Columns. — S. B. B. Aval, M. A. Saadegh-
Kareem; 128(11), 1193-205 (2002). — Cai Guoping and Huang Jinzhi; 128(6), vaziri, and A. A. Golafshani; 128(4), 428-37
Bridges 602-12 (2002). (2002).
Observations on Low-Speed Aeroelasticity. — Could the World Trade Center have been Modified Classic Buckling of Three-Dimensional Multicol-
Robert H. Scanlan; 128(12), 1254-8 (2002). to Prevent its Collapse? — David E. Newland umn Systems under Gravity Loads. — J. Dario
Bridges, cable-stayed and David Cebon; 128(7), 795-800 (2002). Aristizabal-Ochoa; 128(6), 613-24 (2002).
Free Vibrations of Taut Cable with Attached Buildings, low-rise Composite materials
Damper. I: Linear Viscous Damper. — J. A. Peak Non-Gaussian Wind Effects for Database- Hygrothermal Effects on the Nonlinear Bending of
Main and N. P. Jones; 128(10), 1062-71 (2002). Assisted Low-Rise Building Design. — Fahim Shear Deformable Laminated Plates. — Hui-
Bridges, spans Sadek and Emil Simiu; 128(5), 530-9 (2002). Shen Shen; 128(4), 493-6 (2002).
Study of Passive Deck-Flaps Flutter Control Sys- Buoyant jets Numerical Investigation of Fiber Reinforced Poly-
tem on Full Bridge Model. I: Theory. — Piotr Turbulent Prandtl] Number in Neutrally Buoyant mers Poststrengthened Concrete Slabs. — Mat-
Omenzetter, Krzysztof Wilde, and Yozo Fujino; Turbulent Round Jet. — Kuang-An Chang and thias Hormann, Horst Menrath, and Ekkehard
128(3), 264-79 (2002). Edwin A. Cowen; 128(10), 1082-7 (2002). Ramm; 128(5), 552-61 (2002).
JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002 / 1357
Three-Dimensional Model for Analysis of Stiffness Elasto-Plastic Bonding of Embedded Optical Fiber Tripartite Cohesive Crack Model. — A. D.
and Hygroexpansion Properties of Fiber Com- Sensors in Concrete. — Qingbin Li, Guang Li, Jefferson; 128(6), 644-53 (2002).
posite Materials. — Kristian Stalne and Per- Guanglun Wang, Farhad Ansari, and Qingren Two-Phase Composite Model for High Perfor-
Johan Gustafsson; 128(6), 654-62 (2002). Liu; 128(4), 471-8 (2002). mance Cementitious Composites. — Eugene Y.
Upscaling Heterogeneous Media by Asymptotic Tripartite Cohesive Crack Model. — A. D. Chuang and Franz-Josef Ulm; 128(12), 1314-23
Expansions. — J.-L. Auriault; 128(8), 817-22 Jefferson; 128(6), 644-53 (2002). (2002).
(2002). Fatigue Fracture of Concrete Subjected to Biaxial Constitutive relations
Mechanics of Composite Solids. — Stephen Stresses in the Tensile C- T Region. — Kolluru Unified Catastrophic Model for Collapsible Loess.
Whitaker; 128(8), 823-8 (2002). V Subramaniam, John S. Popovics, and Suren- — Tiande Miao, Zhongyu Liu, and Yonghong
Effect of Inclusions on Friction Coefficient of dra P. Shah; 128(6), 668-76 (2002). Niu; 128(5), 595-8 (2002).
Highly Filled Composite Materials. — Eric Experiments to Relate Acoustic Emission Energy Homogenized Strategy toward Constitutive Identi-
Lemarchand, Franz-Josef Ulm, and Luc to Fracture Energy of Concrete. — Eric N. Lan- fication of Masonry. — Antonella Cecchi and
Dormieux; 128(8), 876-84 (2002). dis and Lucie Baillon; 128(6), 698-702 (2002). Robert Di Marco; 128(6), 688-97 (2002).
Micromechanical Analysis of Anisotropic Damage
Collapse of Composite Rings Due to Delamination Contacts
in Brittle Materials. — V. Pensée, D. Kondo, and
Buckling Under External Pressure. — HayderA . Numerical Simulation of Viscoplastic and Fric-
L. Dormieux; 128(8), 889-97 (2002).
Rasheed and John L. Tassoulas; 128(11), tional Heating During Finite Deformation of
Lateral Confinement Needed to Suppress Softening
1174-81 (2002). Metal. Part I: Theory. — Laurent Adam and
of Concrete in Compression. — Ferhun C. Caner
Two-Phase Composite Model for High Perfor- Jean-Philippe Ponthot; 128(11), 1215-21 (2002).
and Zdenék P. Bazant; 128(12), 1304-13 (2002).
mance Cementitious Composites. — Eugene Y. Numerical Simulation of Viscoplastic and Fric-
Continuous Relaxation Spectrum for Concrete
Chuang and Franz-Josef Ulm; 128(12), 1314-23 tional Heating During Finite Deformation of
Creep and its Incorporation into Microplane
(2002). Metal. Part II: Applications. — Laurent Adam
Model M4. — Goangseup Zi and Zdenék P.
Local Buckling of Elastically Restrained Fiber- and Jean-Philippe Ponthot; 128(11), 1222-32
Bazant; 128(12), 1331-6 (2002).
Reinforced Plastic Plates and its Application to (2002).
Concrete columns
Box Sections. — Pizhong Qiao and Guiping Containers
Probabilistic Capacity Models and Fragility Esti-
Zou; 128(12), 1324-30 (2002). Similarity Shapes of an Inclined, Partially Filled
mates for Reinforced Concrete Columns based
Guided Lamb Wave Propagation in Composite Membrane Container. — C. Y. Wang; 128(2),
on Experimental Observations. — Paolo Gar-
Plate/Concrete Component. — Kritsakorn Lu- 249-51 (2002).
doni, Armen Der Kiureghian, and Khalid M.
angvilai, Wonsiri Punurai, and Laurence J. Mosalam; 128(10), 1024-38 (2002). Control methods
Jacobs; 128(12), 1337-41 (2002). Concrete masonry Optimal Control Method for Seismically Excited
Compression Response of 1/4-Scale Concrete Masonry Unit Building Structures with Time-delay in Control.
Lateral Confinement Needed to Suppress Softening (CMU) Walls to Blast. — Scott T. Dennis, James — Cai Guoping and Huang Jinzhi; 128(6),
of Concrete in Compression. — Ferhun C. Caner T. Baylot, and Stanley C. Woodson; 128(2), 602-12 (2002).
and Zdenek P. Bazant; 128(12), 1304-13 (2002). 134-42 (2002). Control systems
Computation Concrete slabs Actuator Saturation and Control Design for Build-
Prediction of Flow in Centrifugal Blower Using Numerical Investigation of Fiber Reinforced Poly- ings under Seismic Excitation. — Jin-Hoon Kim
Quasi-Steady Rotor—Stator Models. — Sid- mers Poststrengthened Concrete Slabs. — Mat- and F. Jabbari; 128(4), 403-12 (2002).
dharth Thakur, Wanlai Lin, and Jeffrey Wright; thias Hormann, Horst Menrath, and Ekkehard Coupling
128(10), 1039-49 (2002). Ramm; 128(5), 552-61 (2002). Stable Boundary Element Method/Finite Element
Computer applications Concrete structures Method Procedure for Dynamic Fluid-Structure
Classic Buckling of Three-Dimensional Multicol- Use of Microwaves for Damage Detection of Fiber Interactions. —G. Y. Yu, S. T. Lie, and S. C. Fan;
umn Systems under Gravity Loads. — J. Dario Reinforced Polymer-Wrapped Concrete 128(9), 909-15 (2002).
Aristizabal-Ochoa; 128(6), 613-24 (2002). Structures. — Maria Q. Feng, Franco De Flaviis, Crack propagation
Concentrated loads and Yoo Jin Kim; 128(2), 172-83 (2002). Stress Transfer and Fracture Propagation in Differ-
In-Plane Elastic Stability of Arches under a Central Concrete, prestressed ent Kinds of Adhesive Joints. — Zhishen Wu,
Application of Wigner-Ville Transform to Evaluate Hong Yuan, and Hedong Niu; 128(5), 562-73
Concentrated Load. — M. A. Bradford, B. Uy,
Tensile Forces in Seven-Wire Prestressing (2002).
and Y.-L. Pi; 128(7), 710-9 (2002).
Strands. — Hung-Liang (Roger) Chen and Ko- Cracking
Concentration
mwut Wissawapaisal; 128(11), 1206-14 (2002). Formulation of Cracked Beam Element for Struc-
Semianalytical Model for Solid Concentration in
Concrete, reinforced tural Analysis. — E. Viola, L. Nobile, and L.
Turbulent Pipe Flows with Dispersed Particles.
Classic Buckling of Three-Dimensional Multicol- Federici; 128(2), 220-30 (2002).
— Xingwei Chen, C. T. Hsu, and Yee-Meng
umn Systems under Gravity Loads. — J. Dario A Boundary Element Analysis of Quasi-Brittle Sol-
Chiew; 128(4), 487-92 (2002).
Aristizabal-Ochoa; 128(6), 613-24 (2002). ids Containing Cracks. — F. Qin, Z. Z. Cen, and
Concrete Creep and Shrinkage Effect on Reinforced Con- T. C. Fung; 128(2), 240-8 (2002).
Vertex Effect in Strain-Softening Concrete at Rotat- crete Slab-and-Beam Structures. — E. J. Sa- Tripartite Cohesive Crack Model. — A. D.
ing Principal Axes. — Ferhun C. Caner, Zdenék pountzakis and J. T. Katsikadelis; 128(6), Jefferson; 128(6), 644-53 (2002).
P. Bazant, and Jan Cervenka; 128(1), 24-33 625-34 (2002). Fatigue Fracture of Concrete Subjected to Biaxial
(2002). Probabilistic Capacity Models and Fragility Esti- Stresses in the Tensile C-T Region. — Kolluru
Improved Lattice Model for Concrete Fracture. — mates for Reinforced Concrete Columns based V Subramaniam, John S. Popovics, and Suren-
A. Arslan, R. Ince, and B. L. Karihaloo; 128(1), on Experimental Observations. — Paolo Gar- dra P. Shah; 128(6), 668-76 (2002).
57-65 (2002). doni, Armen Der Kiureghian, and Khalid M. Effective Toughness of Damaged Solids Contain-
Study of the Behavior of Concrete under Triaxial Mosalam; 128(10), 1024-38 (2002). ing Ribbon Cracks. — Huang Hsing Pan;
Compression. — Domingo Sfer, Ignacio Carol, Consolidation 128(7), 742-7 (2002).
Ravindra Gettu, and Guillermo Etse; 128(2), Coupling of Fluid Flow and Deformation in Under- Micromechanical Approach to Nonlinear Poroelas-
156-63 (2002). ground Formations. — Marte S. Gutierrez and ticity: Application to Cracked Rocks. — V.
Comprehensive Composite Inelastic Fiber Element Roland W. Lewis; 128(7), 779-87 (2002). Deudé, L. Dormieux, D. Kondo, and S.
for Cyclic Analysis of Concrete-Filled Steel Constitutive models Maghous; 128(8), 848-55 (2002).
Tube Columns. — S. B. B. Aval, M. A. Saadegh- Requirements on Damage Functions. — S%. Micromechanical Analysis of Anisotropic Damage
vaziri, and A. A. Golafshani; 128(4), 428-37 Yazdani, Davis Cope, and Kevin Very; 128(1), in Brittle Materials. — V. Pensée, D. Kondo, and
(2002). 126-9 (2002). L. Dormieux; 128(8), 889-97 (2002).
1358 / JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002
Nonlocal Integral Formulations of Plasticity and Dynamics of Nonviscously Damped Linear Deformation analysis
Damage: Survey of Progress. — Zdenék P. Ba- Systems. — S. Adhikari; 128(3), 328-39 (2002). Displacement Accuracy of Discontinuous Defor-
zant and Milan Jirasek; 128(11), 1119-49 (2002). Coupled Waveform Analysis in Dynamic Charac- mation Analysis Method Applied to Sliding
Creep terization of Lossy Solids. — Bojan B. Guzina Block. — David M. Doolin and Nicholas Sitar;
Creep and Shrinkage Effect on Reinforced Con- and Anjun Lu; 128(4), 392-402 (2002). 128(11), 1158-68 (2002).
crete Slab-and-Beam Structures. — E. J. Sa- “Smart” Base Isolation Strategies Employing Delay time
pountzakis and J. T. Katsikadelis; 128(6), Magnetorheological Dampers. — H. Yoshioka, Optimal Control Method for Seismically Excited
625-34 (2002). J. C. Ramallo, and B. F. Spencer, Jr.; 128(5), Building Structures with Time-delay in Control.
Continuous Relaxation Spectrum for Concrete 540-51 (2002). — Cai Guoping and Huang Jinzhi; 128(6),
Creep and its Incorporation into Microplane Semi-Implicit Integration Algorithm for Stochastic 602-12 (2002).
Model M4. — Goangseup Zi and Zdenék P. Analysis of Multi-Degree-of-Freedom Design
Bazant; 128(12), 1331-6 (2002). Structures. — Yasuki Ohtori and B. F. Spencer, Free Vibration Analysis and Design Aids of Stiff-
Cyclic loads Jr.; 128(6), 635-43 (2002). ened Conoidal Shells. — A. N. Nayak and J. N.
Comprehensive Composite Inelastic Fiber Element Tuned Mass Damper Design for Optimally Mini- Bandyopadhyay; 128(4), 419-27 (2002).
for Cyclic Analysis of Concrete-Filled Steel mizing Fatigue Damage. — Hua-Jun Li and Sau- Tuned Mass Damper Design for Optimally Mini-
Tube Columns. — S. B. B. Aval, M. A. Saadegh- Lon James Hu; 128(6), 703-7 (2002). mizing Fatigue Damage. — Hua-Jun Li and Sau-
vaziri, and A. A. Golafshani; 128(4), 428-37 Mathematical Model for Design of Mass Dampers Lon James Hu; 128(6), 703-7 (2002).
(2002). for Wind Excited Structures. — Massimiliano Mathematical Model for Design of Mass Dampers
Probabilistic Capacity Models and Fragility Esti- Mattei and Francesco Ricciardelli; 128(9), for Wind Excited Structures. — Massimiliano
mates for Reinforced Concrete Columns based 979-88 (2002). Mattei and Francesco Ricciardelli; 128(9),
on Experimental Observations. — Paolo Gar- Free Vibrations of Taut Cable with Attached 979-88 (2002).
doni, Armen Der Kiureghian, and Khalid M. Damper. I: Linear Viscous Damper. — J. A. Digital techniques
Mosalam; 128(10), 1024-38 (2002). Main and N. P. Jones; 128(10), 1062-71 (2002). An Optical Approach to Structural Displacement
Inelastic Cyclic Buckling of Aluminum Shear Free Vibrations of Taut Cable with Attached Measurement and Its Application. — Gongkang
Panels. — Durgesh C. Rai; 128(11), 1233-7 Damper. II: Nonlinear Damper. — J. A. Main Fu and Adil G. Moosa; 128(5), 511-20 (2002).
and N. P. Jones; 128(10), 1072-81 (2002).
(2002). Dimensional analysis
“Smart” Base Isolation Systems. — J. C. Ramallo,
Cylinders Pressure-Impulse Diagram for Blast Loads Based
E. A. Johnson, and B. F. Spencer, Jr.; 128(10),
Analytic Solution for Finite Transversely Isotropic on Dimensional Analysis and Single-Degree-of-
1088-99 (2002).
Circular Cylinders under the Axial Point Load Freedom Model. — Q. M. Li and H. Meng;
Test. — X. X. Wei and K. T. Chau; 128(2), Damping ratio 128(1), 87-92 (2002).
209-19 (2002). Free Vibrations of Taut Cable with Attached Disasters
Cylindrical shells Damper. II: Nonlinear Damper. — J. A. Main Why Did the World Trade Center Collapse?—
Postbuckling of Shear Deformable Laminated Cy- and N. P. Jones; 128(10), 1072-81 (2002). Simple Analysis. — Zdenek P. Bazant and Yong
lindrical Shells. — Hui-Shen Shen; 128(3), Dams, arch Zhou; 128(1), 2-6 (2002).
296-307 (2002). Effects of Space Distribution of Excitation on Seis- Discrete elements
Vibration of Axially Loaded Rotating Cross-Ply mic Response of Arch Dams. — Orlando Maeso, Displacement Accuracy of Discontinuous Defor-
Laminated Cylindrical Shells via Ritz Method. Juan J. Aznarez, and José Dominguez; 128(7), mation Analysis Method Applied to Sliding
— K. M. Liew, T. Y. Ng, and X. Zhao; 128(9), 759-68 (2002). Block. — David M. Doolin and Nicholas Sitar;
1001-7 (2002). Databases 128(11), 1158-68 (2002).
Peak Non-Gaussian Wind Effects for Database- Influence of Particle Shape and Surface Friction
Damage
Assisted Low-Rise Building Design. — Fahim Variability on Response of Rod-Shaped Particu-
Load Vectors for Damage Localization. — Dionisio
Sadek and Emil Simiu; 128(5), 530-9 (2002). late Media. — Catherine O’ Sullivan, Jonathan
Bernal; 128(1), 7-14 (2002).
Requirements on Damage Functions. — S Decomposition D. Bray, and Michael F. Riemer; 128(11),
Yazdani, Davis Cope, and Kevin Very; 128(1) Polynomial Chaos Decomposition for the Simula- 1182-92 (2002).
126-9 (2002). tion of Non-Gaussian Nonstationary Stochastic Dispersion
Use of Microwaves for Damage Detection of Fiber Processes. — Shigehiro Sakamoto and Roger Reducing Dispersion of Linear Triangular Ele-
Reinforced Polymer-Wrapped Concrete Ghanem; 128(2), 190-201 (2002). ments for the Helmholtz Equation. — Isaac
Structures. — Maria Q. Feng, Franco De Flaviis, Deformation Harari and Carnot L. Nogueira; 128(3), 351-8
and Yoo Jin Kim; 128(2), 172-83 (2002). Elasto-Plastic Bonding of Embedded Optical Fiber (2002).
Improved Damage Quantification from Elemental Sensors in Concrete. — Qingbin Li, Guang Li, Real Porous Media: Local Geometry and
Modal Strain Energy Change. — Z. Y. Shi, S. S. Guanglun Wang, Farhad Ansari, and Qingren Transports. — P. M. Adler, J.-F. Thovert, S.
Law, and L. M. Zhang; 128(5), 521-9 (2002). Liu; 128(4), 471-8 (2002). Bekri, and F. Yousefian; 128(8), 829-39 (2002).
Tripartite Cohesive Crack Model. — A. D. Coupling of Fluid Flow and Deformation in Under- Displacement
Jefferson; 128(6), 644-53 (2002). ground Formations. — Marte S. Gutierrez and Three-Dimensional Green’s Functions for a Mul-
Damage Accumulation in Glass Plates. — Massi- Roland W. Lewis; 128(7), 779-87 (2002). tilayered Half-Space in Displacement
miliano Gioffre and Vittorio Gusella; 128(7), Probabilistic Capacity Models and Fragility Esti- Potentials. — Ronald Y. S. Pak and Bojan B.
801-5 (2002). mates for Reinforced Concrete Columns based Guzina; 128(4), 449-61 (2002).
Nonlocal Integral Formulations of Plasticity and on Experimental Observations. — Paolo Gar- An Optical Approach to Structural Displacement
Damage: Survey of Progress. — Zdenék P. Ba- doni, Armen Der Kiureghian, and Khalid M. Measurement and Its Application. — Gongkang
zant and Milan Jirasek; 128(11), 1119-49 (2002). Mosalam; 128(10), 1024-38 (2002). Fu and Adil G. Moosa; 128(5), 511-20 (2002).
Damping Numerical Simulation of Viscoplastic and Fric- Drilling
Seismic Simulation of Inelastic Soils via tional Heating During Finite Deformation of New Triangular Plane Element with Drilling De-
Frequency-Dependent Moduli and Damping. — Metal. Part I: Theory. — Laurent Adam and grees of Freedom. — Petr Fajman; 128(4), 413-8
Eduardo Kausel and Dominic Assimaki; 128(1), Jean-Philippe Ponthot; 128(11), 1215-21 (2002). (2002).
34-47 (2002). Numerical Simulation of Viscoplastic and Fric- Ductility
Protecting Base-Isolated Structures from Near- tional Heating During Finite Deformation of Two-Phase Composite Model for High Perfor-
Field Ground Motion by Tuned Interaction Metal. Part II: Applications. — Laurent Adam mance Cementitious Composites. — Eugene Y.
Damper. — Yunfeng Zhang and Wilfred D. and Jean-Philippe Ponthot; 128(11), 1222-32 Chuang and Franz-Josef Ulm; 128(12), 1314-23
Iwan; 128(3), 287-95 (2002). (2002). (2002).
JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002 / 1359
Dynamic analysis Model Predictive Control of Structures under Energy
Dynamic Response of Plates on Elastic Foundation Earthquakes using Acceleration Feedback. — Earthquake Response and Energy Evaluation of In-
to Moving Loads. — M.-H. Huang and D. P. Gang Mei, Ahsan Kareem, and Jeffrey C. elastic Structures. — Kevin K. F. Wong and
Thambiratnam; 128(9), 1016-22 (2002). Kantor; 128(5), 574-85 (2002). Rong Yang; 128(3), 308-17 (2002).
Design and Dynamic Analysis of an Adjustable In- Influence of Permeability on Liquefaction-Induced Experiments to Relate Acoustic Emission Energy
ertia Absorber for Semiactive Structural Vibra- Shear Deformation. — Zhaohui Yang and to Fracture Energy of Concrete. — Eric N. Lan-
tion Attenuation. — Nader Jalili and Behrooz Ahmed Elgamal; 128(7), 720-9 (2002). dis and Lucie Baillon; 128(6), 698-702 (2002).
Fallahi; 128(12), 1342-8 (2002). “Smart” Base Isolation Systems. — J. C. Ramallo, Engineering mechanics
E. A. Johnson, and B. F. Spencer, Jr.; 128(10),
Dynamic characteristics Some Historical and Future Aspects of Engineering
1088-99 (2002).
Nonclassical Modes of Unrestrained Shear Beams. Mechanics. — Ching-Jen Chen and Yousef
Edge effect
— Eduardo Kausel; 128(6), 663-7 (2002). Haik; 128(12), 1242-53 (2002).
Edge Effects in Pressurized Membranes. — Tang-
Dynamic loads Tat Ng; 128(10), 1100-4 (2002). Errors
Dynamic Response of Plates on Elastic Foundation Moving Loads Identification Through
Effective stress
to Moving Loads. — M.-H. Huang and D. P. Micromechanical Basis of Concept of Effective Regularization. — X. Q. Zhu and S. S. Law;
Thambiratnam; 128(9), 1016-22 (2002). Stress. — Anjani Kumar Didwania; 128(8), 128(9), 989-1000 (2002).
Dynamic response 864-8 (2002). Excitation
Time Domain Analysis on the Dynamic Response Efficiency Effects of Space Distribution of Excitation on Seis-
of a Flexible Floating Structure to Waves. — Efficiency Limits for Slip-on Type Buckle Arres- mic Response of Arch Dams. — Orlando Maeso,
Xiaodong Liu and Shigeki Sakai; 128(1), 48-56 tors for Offshore Pipelines. — Stelios Juan J. Aznarez, and José Dominguez; 128(7),
(2002). Kyriakides; 128(1), 102-11 (2002). 759-68 (2002).
Effect of Nonlinear Wave Kinematics on Dynamic Elastic analysis Explosives
Response of Spars. — Iftekhar Anam and Jose Homogenized Strategy toward Constitutive Identi- Response of 1/4-Scale Concrete Masonry Unit
M. Roesset; 128(9), 925-34 (2002). fication of Masonry. — Antonella Cecchi and (CMU) Walls to Blast. — Scott T. Dennis, James
Dynamic Response of Plates on Elastic Foundation Robert Di Marco; 128(6), 688-97 (2002). T. Baylot, and Stanley C. Woodson; 128(2),
to Moving Loads. — M.-H. Huang and D. P. Elastic foundations 134-42 (2002).
Thambiratnam; 128(9), 1016-22 (2002). Solution Method for Beams on Nonuniform Elastic External pressure
Dynamic responses Foundations. — Ya-Jun Guo and Y. Jack Collapse of Composite Rings Due to Delamination
Stability and Delay Compensation for Real-Time Weitsman; 128(5), 592-4 (2002). Buckling Under External Pressure. — Hayder A.
Substructure Testing. — A. P. Darby, M. S. Wil- Dynamic Response of Plates on Elastic Foundation Rasheed and John L. Tassoulas; 128(11),
liams, and A. Blakeborough; 128(12), 1276-84 to Moving Loads. — M.-H. Huang and D. P. 1174-81 (2002).
(2002). Thambiratnam; 128(9), 1016-22 (2002). Fatigue
Elasticity
Dynamics Fatigue Fracture of Concrete Subjected to Biaxial
Three-Dimensional Green’s Functions for a Mul-
Addendum to “Why Did the World Trade Center Stresses in the Tensile C-T Region. — Kolluru
tilayered Half-Space in Displacement
Collapse?—Simple Analysis”. — Zdenék P. Ba- V Subramaniam, John S. Popovics, and Suren-
Potentials. — Ronald Y. S. Pak and Bojan B.
zant and Yong Zhou; 128(3), 369-70 (2002). Guzina; 128(4), 449-61 (2002). dra P. Shah; 128(6), 668-76 (2002).
Generalized-a Time Integration Solutions for Vibration of Pressure Loaded Nonlinear Rectangu- Tuned Mass Damper Design for Optimally Mini-
Hanging Chain Dynamics. — Jason I. Gobat, lar Plates with Cross Stiffener. — Koichi Kimura mizing Fatigue Damage. — Hua-Jun Li and Sau-
Mark A. Grosenbaugh, and Michael S. and Masaaki Okamoto; 128(7), 788-94 (2002). Lon James Hu; 128(6), 703-7 (2002).
Triantafyllou; 128(6), 677-87 (2002).
Simple Nonlinear Model for Elastic Response of Fiber composites
Earthquake engineering Cohesionless Granular Materials. — E. Taciro- Comprehensive Composite Inelastic Fiber Element
Effects of Space Distribution of Excitation on Seis- glu and K. D. Hjelmstad; 128(9), 969-78 (2002). for Cyclic Analysis of Concrete-Filled Steel
mic Response of Arch Dams. — Orlando Maeso, Flow Establishment in Elastic Pipes. — King-wah Tube Columns. — S. B. B. Aval, M. A. Saadegh-
Juan J. Aznarez, and José Dominguez; 128(7), Frank Lam and Hans J. Leutheusser; 128(11), vaziri, and A. A. Golafshani; 128(4), 428-37
759-68 (2002). 1169-73 (2002). (2002).
Earthquake excitation Elastomer Fiber optics
Actuator Saturation and Control Design for Build- Bending Stiffness of Fiber-Reinforced Circular Elasto-Plastic Bonding of Embedded Optical Fiber
ings under Seismic Excitation. — Jin-Hoon Kim Seismic Isolators. — Hsiang-Chuan Tsai and Sensors in Concrete. — Qingbin Li, Guang Li,
and F. Jabbari; 128(4), 403-12 (2002). James M. Kelly; 128(11), 1150-7 (2002). Guanglun Wang, Farhad Ansari, and Qingren
“Smart” Base Isolation Strategies Employing Elastoplasticity Liu; 128(4), 471-8 (2002).
Magnetorheological Dampers. — H. Yoshioka, Study of the Behavior of Concrete under Triaxial
Fiber reinforced materials
J. C. Ramallo, and B. F. Spencer, Jr.; 128(5), Compression. — Domingo Sfer, Ignacio Carol,
Bond Slip Analysis of Fiber-Reinforced Polymer-
540-51 (2002). Ravindra Gettu, and Guillermo Etse; 128(2),
Strengthened Beams. — HayderA . Rasheed and
Optimal Control Method for Seismically Excited 156-63 (2002).
Shariq Pervaiz; 128(1), 78-86 (2002).
Building Structures with Time-delay in Control. Elasto-Plastic Bonding of Embedded Optical Fiber
Use of Microwaves for Damage Detection of Fiber
— Cai Guoping and Huang Jinzhi; 128(6), Sensors in Concrete. — Qingbin Li, Guang Li,
602-12 (2002). Guanglun Wang, Farhad Ansari, and Qingren Reinforced Polymer-Wrapped Concrete
Liu; 128(4), 471-8 (2002). Structures. — Maria Q. Feng, Franco De Flaviis,
Earthquake resistant structures Three-Dimensional Necking Bifurcation in Tensile and Yoo Jin Kim; 128(2), 172-83 (2002).
Temporal a, and a; in Earthquake Ground Motion Steel Specimens. — Shigenobu Okazawa, Tsu- Stiffness Analysis of Fiber-Reinforced Rectangular
at a Single Point. — Mai Tong, Jincheng Qi, and tomu Usami, Hirohisa Noguchi, and Fumio Seismic Isolators. — Hsiang-Chuan Tsai and
George C. Lee; 128(5), 502-10 (2002). Fujii; 128(4), 479-86 (2002). James M. Kelly; 128(4), 462-70 (2002).
Earthquakes Material Identification Procedure for Elastoplastic Numerical Investigation of Fiber Reinforced Poly-
Earthquake Response and Energy Evaluation of In- Drucker—Prager Model. — Juan José Lopez mers Poststrengthened Concrete Slabs. — Mat-
elastic Structures. — Kevin K. F. Wong and Cela; 128(5), 586-91 (2002). thias Hormann, Horst Menrath, and Ekkehard
Rong Yang; 128(3), 308-17 (2002). Anisotropic Elastoplastic Bounding Surface Model Ramm, 128(5), 552-61 (2002).
Temporal ay and a; in Earthquake Ground Motion for Cohesive Soils. — Hoe I. Ling, Dongyi Yue, Bending Stiffness of Fiber-Reinforced Circular
at a Single Point. — Mai Tong, Jincheng Qi, and Victor N. Kaliakin, and Nickolas J. Themelis; Seismic Isolators. — Hsiang-Chuan Tsai and
George C. Lee; 128(5), 502-10 (2002). 128(7), 748-58 (2002). James M. Kelly; 128(11), 1150-7 (2002).
1360 / JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002
Two-Phase Composite Model for High Perfor- Finite strip method Stress Transfer and Fracture Propagation in Differ-
mance Cementitious Composites. — Eugene Y. Higher-Order Finite Strip Method for Postbuckling ent Kinds of Adhesive Joints. — Zhishen Wu,
Chuang and Franz-Josef Ulm; 128(12), 1314-23 Analysis of Imperfect Composite Plates. — Hong Yuan, and Hedong Niu; 128(5), 562-73
(2002). Guiping Zou and Pizhong Qiao; 128(9), 1008-15 (2002).
Local Buckling of Elastically Restrained Fiber- (2002). Tripartite Cohesive Crack Model. — A. D.
Reinforced Plastic Plates and its Application to Dynamic Response of Plates on Elastic Foundation Jefferson; 128(6), 644-53 (2002).
Box Sections. — Pizhong Qiao and Guiping to Moving Loads. — M.-H. Huang and D. P. Experiments to Relate Acoustic Emission Energy
Zou; 128(12), 1324-30 (2002). Thambiratnam; 128(9), 1016-22 (2002). to Fracture Energy of Concrete. — Eric N. Lan-
Fibers Fleating ice dis and Lucie Baillon; 128(6), 698-702 (2002).
Three-Dimensional Model for Analysis of Stiffness Size Effect on Strength of Floating Sea Ice under Failure Properties of Fractured Rock Masses as An-
and Hygroexpansion Properties of Fiber Com- Vertical Line Load. — Zdenék P. Bazant and isotropic Homogenized Media. — P. de Buhan,
posite Materials. — Kristian Stalne and Per- Zaoyang Guo; 128(3), 254-63 (2002). J. Freard, D. Garnier, and S. Maghous; 128(8),
Johan Gustafsson; 128(6), 654-62 (2002). Floating structures 869-75 (2002).
Finite difference method Time Domain Analysis on the Dynamic Response Frames
Vibration of Pressure Loaded Nonlinear Rectangu- of a Flexible Floating Structure to Waves. — Classic Buckling of Three-Dimensional Multicol-
lar Plates with Cross Stiffener. — Koichi Kimura Xiaodong Liu and Shigeki Sakai; 128(1), 48-56 umn Systems under Gravity Loads. — J. Dario
and Masaaki Okamoto; 128(7), 788-94 (2002). (2002). Aristizabal-Ochoa; 128(6), 613-24 (2002).
Finite differences Flow Free surfaces
Generalized-a Time Integration Solutions for Real Porous Media: Local Geometry and Effect of Nonlinear Wave Kinematics on Dynamic
Hanging Chain Dynamics. — Jason I. Gobat, Transports. — P. M. Adler, J.-F. Thovert, S. Response of Spars. — Iftekhar Anam and Jose
Mark A. Grosenbaugh, and Michael S. Bekri, and F. Yousefian; 128(8), 829-39 (2002). M. Roesset; 128(9), 925-34 (2002).
Triantafyllou; 128(6), 677-87 (2002).
Fluid flow Frequency
Finite element method
Coupling of Fluid Flow and Deformation in Under- Seismic Simulation of Inelastic Soils via
Stochastic Finite-Element Analysis of Seismic
ground Formations. — Marte S. Gutierrez and Frequency-Dependent Moduli and Damping. —
Soil—Structure Interaction. — Dan M. Ghiocel
Roland W. Lewis; 128(7), 779-87 (2002). Eduardo Kausel and Dominic Assimaki; 128(1),
and Roger G. Ghanem; 128(1), 66-77 (2002).
Prediction of Flow in Centrifugal Blower Using 34-47 (2002).
Latin Hypercube Sampling for Stochastic Finite El-
Quasi-Steady Rotor—Stator Models. — Sid- Friction
ement Analysis. — Anders M. J. Olsson and
dharth Thakur, Wanlai Lin, and Jeffrey Wright; Flow Establishment in Elastic Pipes. — King-wah
Goran E. Sandberg; 128(1), 121-5 (2002).
128(10), 1039-49 (2002). Frank Lam and Hans J. Leutheusser; 128(11),
Effective Hybrid/Mixed Finite Elements for
Folded-Plate Structures. — M. Duan and Y. Fluid-structure interaction 1169-73 (2002).
Miyamoto; 128(2), 202-8 (2002). Stable Boundary Element Method/Finite Element Friction coefficiency
Time-Harmonic Analysis of Wave Propagation in Method Procedure for Dynamic Fluid—Structure Effect of Inclusions on Friction Coefficient of
Unbounded Layered Strata with Zigzag Interactions. —G. Y. Yu, S. T. Lie, and S. C. Fan; Highly Filled Composite Materials. — Eric
Boundaries. — Si-Hwan Park and John L. 128(9), 909-15 (2002). Lemarchand, Franz-Josef Ulm, and Luc
Tassoulas; 128(3), 359-68 (2002). Flutter Dormieux; 128(8), 876-84 (2002).
Free Vibration Analysis and Design Aids of Stiff- Study of Passive Deck-Flaps Flutter Control Sys- Gaussian process
ened Conoidal Shells. — A. N. Nayak and J. N. tem on Full Bridge Model. I: Theory. — Piotr Polynomial Chaos Decomposition for the Simula-
Bandyopadhyay; 128(4), 419-27 (2002). Omenzetter, Krzysztof Wilde, and Yozo Fujino; tion of Non-Gaussian Nonstationary Stochastic
Three-Dimensional Necking Bifurcation in Tensile 128(3), 264-79 (2002). Processes. — Shigehiro Sakamoto and Roger
Steel Specimens. — Shigenobu Okazawa, Tsu- Study of Passive Deck-Flaps Flutter Control Sys- Ghanem; 128(2), 190-201 (2002).
tomu Usami, Hirohisa Noguchi, and Fumio tem on Full Bridge Model. II: Results. — Piotr Non-Gaussian Model for Ringing Phenomena in
Fujii; 128(4), 479-86 (2002). Omenzetter, Krzysztof Wilde, and Yozo Fujino; Offshore Structures. — Federico Waisman, Kur-
Simple Nonlinear Model for Elastic Response of 128(3), 280-6 (2002). tis Gurley, Mircea Grigoriu, and Ahsan Kareem;
Cohesionless Granular Materials. — E. Taciro- Advances in Modeling of Aerodynamic Forces on 128(7), 730-41 (2002).
glu and K. D. Hjelmstad; 128(9), 969-78 (2002). Bridge Decks. — Xinzhong Chen and Ahsan Damage Accumulation in Glass Plates. — Massi-
Microstructural Finite-Element Analysis of Influ- Kareem; 128(11), 1193-205 (2002). miliano Gioffre and Vittorio Gusella; 128(7),
ence of Localized Strain Distribution on Asphalt Folded plates 801-5 (2002).
Mix Properties. — Eyad Masad and Niranjanan Effective Hybrid/Mixed Finite Elements for Geometric nonlinearity
Somadevan; 128(10), 1105-14 (2002). Folded-Plate Structures. — M. Duan and Y. Thermomechanical Postbuckling of Cross-Ply
Finite elements Miyamoto; 128(2), 202-8 (2002). Laminated Rectangular Plates. — K. K. Shukla
Reducing Dispersion of Linear Triangular Ele- Foundations and Y. Nath; 128(1), 93-101 (2002).
ments for the Helmholtz Equation. — Isaac
Dynamic and Seismic Analysis of Foundations Geometry
Harari and Carnot L. Nogueira; 128(3), 351-8
based on Free Field B-Spline Characteristic Re- Influence of Particle Shape and Surface Friction
(2002).
sponse Histories. — D. C. Rizos and K. G. Loya; Variability on Response of Rod-Shaped Particu-
New Triangular Plane Element with Drilling De-
128(4), 438-48 (2002). late Media. — Catherine O’ Sullivan, Jonathan
grees of Freedom. — Petr Fajman; 128(4), 413-8
(2002). Fracture mechanics D. Bray, and Michael F. Riemer; 128(11),
Time-Domain Methods for Solving Problems of Fatigue Fracture of Concrete Subjected to Biaxial 1182-92 (2002).
Linear Acoustics. — Andrzej J. Safjan; 128(10), Stresses in the Tensile C- T Region. — Kolluru Glass plates
1050-61 (2002). V Subramaniam, John S. Popovics, and Suren- Damage Accumulation in Glass Plates. — Massi-
Numerical Simulation of Viscoplastic and Fric- dra P. Shah; 128(6), 668-76 (2002). miliano Gioffré and Vittorio Gusella; 128(7),
tional Heating During Finite Deformation of Fractures 801-5 (2002).
Metal. Part I: Theory. — Laurent Adam and Improved Lattice Model for Concrete Fracture. — Granular materials
Jean-Philippe Ponthot; 128(11), 1215-21 (2002). A. Arslan, R. Ince, and B. L. Karihaloo; 128(1), Micromechanics of Unsaturated Granular Media.
Numerical Simulation of Viscoplastic and Fric- 57-65 (2002). — Xavier Chateau, Pascal Moucheront, and
tional Heating During Finite Deformation of Study of the Behavior of Concrete under Triaxial Olivier Pitois; 128(8), 856-63 (2002).
Metal. Part II: Applications. — Laurent Adam Compression. — Domingo Sfer, Ignacio Carol, Simple Nonlinear Model for Elastic Response of
and Jean-Philippe Ponthot; 128(11), 1222-32 Ravindra Gettu, and Guillermo Etse; 128(2), Cohesionless Granular Materials. — E. Taciro-
(2002). 156-63 (2002). glu and K. D. Hjelmstad; 128(9), 969-78 (2002).
JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002 / 1361
Influence of Particle Shape and Surface Friction Hydroelasticity Isotropy
Variability on Response of Rod-Shaped Particu- Time Domain Analysis on the Dynamic Response Analytic Solution for Finite Transversely Isotropic
late Media. — Catherine O’Sullivan, Jonathan of a Flexible Floating Structure to Waves. — Circular Cylinders under the Axial Point Load
D. Bray, and Michael F. Riemer; 128(11), Xiaodong Liu and Shigeki Sakai; 128(1), 48-56 Test. — X. X. Wei and K. T. Chau; 128(2),
1182-92 (2002). (2002). 209-19 (2002).
Graphic analysis Identification Kinematics
Graphical Relationship among Lamé Ellipsoid and Moving Loads Identification Through Effect of Nonlinear Wave Kinematics on Dynamic
Mohr’s Circles. A Graphical View of Mohr’s Regularization. — X. Q. Zhu and S. S. Law; Response of Spars. — Iftekhar Anam and Jose
Circles. — Francisco J. Montans; 128(3), 371-5 128(9), 989-1000 (2002). M. Roesset; 128(9), 925-34 (2002).
(2002). Laminar flow
Imaging techniques
Gravity Use of Microwaves for Damage Detection of Fiber Flow Establishment in Elastic Pipes. — King-wah
Effect of Gravity and Initial Stress on Torsional Frank Lam and Hans J. Leutheusser; 128(11),
Surface Waves in Dry Sandy Medium. — S. Reinforced Polymer-Wrapped Concrete 1169-73 (2002).
Structures. — Maria Q. Feng, Franco De Flaviis,
Dey, Asit Kr. Gupta, and S. Gupta; 128(10), Laminates
1115-8 (2002). and Yoo Jin Kim; 128(2), 172-83 (2002). Postbuckling of Shear Deformable Laminated Cy-
An Optical Approach to Structural Displacement lindrical Shells. — Hui-Shen Shen; 128(3),
Gravity loads Measurement and Its Application. — Gongkang 296-307 (2002).
Classic Buckling of Three-Dimensional Multicol-
Fu and Adil G. Moosa; 128(5), 511-20 (2002). Stress Transfer and Fracture Propagation in Differ-
umn Systems under Gravity Loads. — J. Dario
Turbulent Prandtl Number in Neutrally Buoyant ent Kinds of Adhesive Joints. — Zhishen Wu,
Aristizabal-Ochoa; 128(6), 613-24 (2002).
Turbulent Round Jet. — Kuang-An Chang and Hong Yuan, and Hedong Niu; 128(5), 562-73
Green’s function Edwin A. Cowen; 128(10), 1082-7 (2002). (2002).
Three-Dimensional Green’s Functions for a Mul- Microstructural Finite-Element Analysis of Influ- Vibration of Axially Loaded Rotating Cross-Ply
tilayered Half-Space in Displacement ence of Localized Strain Distribution on Asphalt Laminated Cylindrical Shells via Ritz Method.
Potentials. — Ronald Y. S. Pak and Bojan B. Mix Properties. — Eyad Masad and Niranjanan K. M. Liew, T. Y. Ng, and X. Zhao; 128(9),
Guzina; 128(4), 449-61 (2002). Somadevan; 128(10), 1105-14 (2002). 1001-7 (2002).
Solution Method for Beams on Nonuniform Elastic Higher-Order Finite Strip Method for Postbuckling
Foundations. — Ya-Jun Guo and Y. Jack Impact Analysis of Imperfect Composite Plates. —
Weitsman; 128(5), 592-4 (2002). Addendum to “Why Did the World Trade Center Guiping Zou and Pizhong Qiao; 128(9), 1008-15
Collapse?—-Simple Analysis”. — Zdenek P. Ba-
Ground motion (2002).
zant and Yong Zhou; 128(3), 369-70 (2002).
Protecting Base-Isolated Structures from Near- Large structures
Field Ground Motion by Tuned Interaction Impellers Semi-Implicit Integration Algorithm for Stochastic
Damper. — Yunfeng Zhang and Wilfred D. Prediction of Flow in Centrifugal Blower Using Analysis of Multi-Degree-of-Freedom
Iwan; 128(3), 287-95 (2002). Quasi-Steady Rotor—Stator Models. — Sid- Structures. — Yasuki Ohtori and B. F. Spencer,
Dynamic and Seismic Analysis of Foundations dharth Thakur, Wanlai Lin, and Jeffrey Wright; Jr.; 128(6), 635-43 (2002).
based on Free Field B-Spline Characteristic Re- 128(10), 1039-49 (2002). Lattices
sponse Histories. — D. C. Rizos and K. G. Loya; Inclusions Improved Lattice Model for Concrete Fracture. —
128(4), 438-48 (2002). Effect of Inclusions on Friction Coefficient of A. Arslan, R. Ince, and B. L. Karihaloo; 128(1),
Temporal a, and a; in Earthquake Ground Motion Highly Filled Composite Materials. -— Eric 57-65 (2002).
at a Single Point. — Mai Tong, Jincheng Qi, and
Lemarchand, Franz-Josef Ulm, and Luc Launching
George C. Lee; 128(5), 502-10 (2002).
Dormieux; 128(8), 876-84 (2002). Edge Effects in Pressurized Membranes. — Tang-
Saturation Effects of Soils on Ground Motion at
Micromechanical Model for Ultrastructural Stiff- Tat Ng; 128(10), 1100-4 (2002).
Free Surface Due to Incident SV Waves. — Jun
ness of Mineralized Tissues. — Christian Hell- Layered systems
Yang; 128(12), 1295-303 (2002).
mich and Franz-Josef Ulm; 128(8), 898-908 Three-Dimensional Green’s Functions for a Mul-
Heat transfer (2002). tilayered Half-Space in Displacement
Upscaling Heterogeneous Media by Asymptotic Inelastic action Potentials. — Ronald Y. S. Pak and Bojan B.
Expansions. — J.-L. Auriault; 128(8), 817-22 Vertex Effect in Strain-Softening Concrete at Rotat- Guzina; 128(4), 449-61 (2002).
(2002)
ing Principal Axes. — Ferhun C. Caner, Zdenék Linear systems
Heterogeneity P. Bazant, and Jan Cervenka; 128(1), 24-33 Dynamics of Nonviscously Damped Linear
Continuum Micromechanics: Survey. — André (2002). Systems. — S. Adhikari; 128(3), 328-39 (2002).
Zaoui; 128(8), 808-16 (2002). Seismic Simulation of Inelastic Soils via Linearity
History Frequency-Dependent Moduli and Damping. — Time-Domain Methods for Solving Problems of
Some Historical and Future Aspects of Engineering Eduardo Kausel and Dominic Assimaki; 128(1), Linear Acoustics. — Andrzej J. Safjan; 128(10),
Mechanics. — Ching-Jen Chen and Yousef 1050-61 (2002).
34-47 (2002).
Haik; 128(12), 1242-53 (2002). Earthquake Response and Energy Evaluation of In- Liquefaction
Homogeneity elastic Structures. — Kevin K. F. Wong and Influence of Permeability on Liquefaction-Induced
Upscaling Heterogeneous Media by Asymptotic Rong Yang; 128(3), 308-17 (2002). Shear Deformation. — Zhaohui Yang and
Expansions. — J.-L. Auriault; 128(8), 817-22 Ahmed Elgamal; 128(7), 720-9 (2002).
Infrastructure
(2002). Load transfer
Redundancy Index of Lifeline Systems. — Masaru
Failure Properties of Fractured Rock Masses as An- Stress Transfer and Fracture Propagation in Differ-
Hoshiya and Kinya Yamamoto; 128(9), 961-8
isotropic Homogenized Media. — P. de Buhan, ent Kinds of Adhesive Joints. — Zhishen Wu,
(2002).
J. Fréard, D. Garnier, and S. Maghous; 128(8), Hong Yuan, and Hedong Niu; 128(5), 562-73
869-75 (2002). Input-output analysis (2002).
Homogenized Behavior Equations for Porous Bayesian Modal Updating using Complete Input Loads
Bingham Viscoplastic Material. — Gilles Perrin; and Incomplete Response Noisy Measurements. Moving Loads Identification Through
128(8), 885-8 (2002). — Ka-Veng Yuen and Lambros S. Katafygiotis; Regularization. — X. Q. Zhu and S. S. Law;
Hydraulic jump 128(3), 340-50 (2002). 128(9), 989-1000 (2002).
Plane Turbulent Wall Jets in Shallow Tailwater. — Interactions Localization
S. A. Ead and N. Rajaratnam; 128(2), 143-55 Plastic Interaction Relations for Pipe Sections. — Load Vectors for Damage Localization. — Dionisio
(2002). Magdi Mohareb; 128(1), 112-20 (2002). Bernal; 128(1), 7-14 (2002).
1362 / JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002
Nonlocal Integral Formulations of Plasticity and Micromechanics Anisotropic Elastoplastic Bounding Surface Model
Damage: Survey of Progress. — Zdenék P. Ba- Continuum Micromechanics: Survey. — Andre for Cohesive Soils. — Hoe I. Ling, Dongyi Yue,
zant and Milan Jirasek; 128(11), 1119-49 (2002). Zaoui; 128(8), 808-16 (2002). Victor N. Kaliakin, and Nickolas J. Themelis;
Loess Extension of Poroelastic Analysis to Double- 128(7), 748-58 (2002).
Unified Catastrophic Model for Collapsible Loess. Porosity Materials: New Technique in Probabilistic Capacity Models and Fragility Esti-
— Tiande Miao, Zhongyu Liu, and Yonghong Microgeomechanics. — James G. Berryman; mates for Reinforced Concrete Columns based
Niu; 128(5), 595-8 (2002). 128(8), 840-7 (2002). on Experimental Observations. — Paolo Gar-
Markov chain Micromechanical Approach to Nonlinear Poroelas- doni, Armen Der Kiureghian, and Khalid M.
Bayesian Updating of Structural Models and Re- ticity: Application to Cracked Rocks. — V. Mosalam; 128(10), 1024-38 (2002).
liability using Markov Chain Monte Carlo Deudé, L. Dormieux, D. Kondo, and S. Monte Carlo method
Simulation. — James L. Beck and Siu-Kui Au; Maghous; 128(8), 848-55 (2902). Bayesian Updating of Structural Models and Re-
128(4), 380-91 (2002). Micromechanics of Unsaturated Granular Media. liability using Markov Chain Monte Carlo
Masonry — Xavier Chateau, Pascal Moucheront, and Simulation. — James L. Beck and Siu-Kui Au;
Homogenized Strategy toward Constitutive Identi- Olivier Pitois; 128(8), 856-63 (2002). 128(4), 380-91 (2002).
fication of Masonry. — Antonella Cecchi and Micromechanical Basis of Concept of Effective Morphology
Robert Di Marco; 128(6), 688-97 (2002). Stress. — Anjani Kumar Didwania; 128(8), Micromechanical Model for Ultrastructural Stiff-
Failure Criterion for Structural Masonry based on 864-8 (2002). ness of Mineralized Tissues. — Christian Hell-
Critical Plane Approach. — R. Ushaksaraei and Effect of Inclusions on Friction Coefficient of mich and Franz-Josef Ulm; 128(8), 898-908
S. Pietruszczak; 128(7), 769-78 (2002). Highly Filled Composite Materials. — Eric (2002).
Mass Lemarchand, Franz-Josef Ulm, and Luc
Motion
Forced Vibrations of Single-Degree-of-Freedom Dormieux; 128(8), 876-84 (2002).
Nonclassical Modes of Unrestrained Shear Beams.
Systems with Nonperiodically Time-Varying Homogenized Behavior Equations for Porous
— Eduardo Kausel; 128(6), 663-7 (2002).
Parameters. — Q. S. Li; 128(12), 1267-75 Bingham Viscoplastic Material. — Gilles Perrin;
Moving Loads Identification Through
(2002). 128(8), 885-8 (2002).
Regularization. — X. Q. Zhu and S. S. Law;
Material failure Micromechanical Analysis of Anisotropic Damage 128(9), 989-1000 (2002)
Failure Criterion for Structural Masonry based on in Brittle Materials. — V. Pensée, D. Kondo, and
New York
Critical Plane Approach. — R. Ushaksaraei and L. Dormieux; 128(8), 889-97 (2002).
Why Did the World Trade Center Collapse?—
S. Pietruszczak; 128(7), 769-78 (2002). Micromechanical Model for Ultrastructural Stiff-
Simple Analysis. — Zdenek P. Bazant and Yong
Failure Properties of Fractured Rock Masses as An- ness of Mineralized Tissues. — Christian Hell-
Zhou; 128(1), 2-6 (2002).
isotropic Homogenized Media. — P. de Buhan, mich and Franz-Josef Ulm; 128(8), 898-908
Addendum to “Why Did the World Trade Center
J. Fréard, D. Garnier, and S. Maghous; 128(8), (2002).
Collapse?—Simple Analysis” .— Zdenék P. Ba-
869-75 (2002).
Microstructure zant and Yong Zhou; 128(3), 369-70 (2002).
Material properties Unified Catastrophic Model for Collapsible Loess. Could the World Trade Center have been Modified
Material Identification Procedure for Elastoplastic — Tiande Miao, Zhongyu Liu, and Yonghong to Prevent its Collapse? — David E. Newland
Drucker—Prager Model. — Juan José Lopez Niu; 128(5), 595-8 (2002). and David Cebon; 128(7), 795-800 (2002).
Cela; 128(5), 586-91 (2002).
Micromechanical Model for Ultrastructural Stiff-
Continuum Micromechanics: Survey. — André New York City
Zaoui; 128(8), 808-16 (2002). ness of Mineralized Tissues. — Christian Hell- Why Did the World Trade Center Collapse?—
mich and Franz-Josef Ulm; 128(8), 898-908 Simple Analysis. — Zdenek P. Bazant and Yong
Mathematical models (2002). Zhou; 128(1), 2-6 (2002).
Mathematical Model for Design of Mass Dampers Microstructural Finite-Element Analysis of Influ- Could the World Trade Center have been Modified
for Wind Excited Structures. — Massimiliano
ence of Localized Strain Distribution on Asphalt to Prevent its Collapse? — David E. Newland
Mattei and Francesco Ricciardelli; 128(9),
Mix Properties. — Eyad Masad and Niranjanan and David Cebon; 128(7), 795-800 (2002).
979-88 (2002).
Somadevan; 128(10), 1105-14 (2002).
Nondestructive tests
Measurement
An Optical Approach to Structural Displacement Microwaves Application of Wigner- Ville Transform to Evaluate
Measurement and Its Application. — Gongkang Use of Microwaves for Damage Detection of Fiber Tensile Forces in Seven-Wire Prestressing
Fu and Adil G. Moosa; 128(5), 511-20 (2002). Reinforced Polymer-Wrapped Concrete Strands. — Hung-Liang (Roger) Chen and Ko-
Turbulent Prandtl Number in Neutrally Buoyant Structures. — Maria Q. Feng, Franco De Flaviis, mwut Wissawapaisal; 128(11), 1206-14 (2002).
Turbulent Round Jet. — Kuang-An Chang and and Yoo Jin Kim; 128(2), 172-83 (2002). Nonlinear analysis
Edwin A. Cowen; 128(10), 1082-7 (2002). Mineral analysis New Triangular Plane Element with Drilling De-
Mechanics Micromechanical Model for Ultrastructural Stiff- grees of Freedom. — Petr Fajman; 128(4), 413-8
Mechanics of Composite Solids. — Stephen ness of Mineralized Tissues. — Christian Hell- (2002).
Whitaker; 128(8), 823-8 (2002). mich and Franz-Josef Ulm; 128(8), 898-908 Numerical Analysis for the Nonlinear Free Vibra-
(2002). tion of Shallow Shells. — Anand V. Singh and
Membranes
Similarity Shapes of an Inclined, Partially Filled Models Kang Lan; 128(12), 1259-66 (2002).
Membrane Container. — C. Y. Wang; 128(2), Improved Lattice Model for Concrete Fracture. — Nonlinear responses
249-51 (2002). A. Arslan, R. Ince, and B. L. Karihaloo; 128(1), Generalized-a Time Integration Solutions for
Edge Effects in Pressurized Membranes. — Tang- 57-65 (2002). Hanging Chain Dynamics. — Jason |. Gobat,
Tat Ng; 128(10), 1100-4 (2002). Model Predictive Control of Structures under Mark A. Grosenbaugh, and Michael S.
Metals Earthquakes using Acceleration Feedback. — Triantafyllou; 128(6), 677-87 (2002).
Numerical Simulation of Viscoplastic and Fric- Gang Mei, Ahsan Kareem, and Jeffrey C. Effect of Inclusions on Friction Coefficient of
tional Heating During Finite Deformation of Kantor; 128(5), 574-85 (2002). Highly Filled Composite Materials. — Eric
Metal. Part I: Theory. — Laurent Adam and Material Identification Procedure for Elastoplastic Lemarchand, Franz-Josef Ulm, and Luc
Jean-Philippe Ponthot; 128(11), 1215-21 (2002). Drucker—Prager Model. — Juan José Lopez Dormieux; 128(8), 876-84 (2002).
Numerical Simulation of Viscoplastic and Fric- Cela; 128(5), 586-91 (2002). Nonlinear systems
tional Heating During Finite Deformation of Non-Gaussian Model for Ringing Phenomena in Microstructural Finite-Element Analysis of Influ-
Metal. Part Il: Applications. — Laurent Adam Offshore Structures. — Federico Waisman, Kur- ence of Localized Strain Distribution on Asphalt
and Jean-Philippe Ponthot; 128(11), 1222-32 tis Gurley, Mircea Grigoriu, and Ahsan Kareem; Mix Properties. — Eyad Masad and Niranjanan
(2002). 128(7), 730-41 (2002). Somadevan; 128(10), 1105-14 (2002).
JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002 / 1363
Nonproportional loads Pavements Guided Lamb Wave Propagation in Composite
Vertex Effect in Strain-Softening Concrete at Rotat- Spectral Analysis and Parametric Study of Stochas- Plate/Concrete Component. — Kritsakorn Lu-
ing Principal Axes. — Ferhun C. Caner, Zdenek tic Pavement Loads. — Lu Sun and Thomas W. angvilai, Wonsiri Punurai, and Laurence J.
P. Bazant, and Jan Cervenka; 128(1), 24-33 Kennedy; 128(3), 318-27 (2002). Jacobs; 128(12), 1337-41 (2002).
(2002). Simple Nonlinear Model for Elastic Response of Poisson ratio
Numerical analysis Cohesionless Granular Materials. — E. Taciro- Analytic Solution for Finite Transversely Isotropic
Element-Free Method Based on Lagrange glu and K. D. Hjelmstad; 128(9), 969-78 (2002). Circular Cylinders under the Axial Point Load
Polynomial. — Yoshitaka Suetake; 128(2), Permeability Test. — X. X. Wei and K. T. Chau; 128(2),
231-9 (2002). Influence of Permeability on Liquefaction-Induced 209-19 (2002).
Solution Method for Beams on Nonuniform Elastic
Shear Deformation. — Zhaohui Yang and Polymer
Foundations. — Ya-Jun Guo and Y. Jack
Ahmed Elgamal; 128(7), 720-9 (2002). Use of Microwaves for Damage Detection of Fiber
Weitsman; 128(5), 592-4 (2002).
Pipe flow Reinforced Polymer-Wrapped Concrete
Vibration of Pressure Loaded Nonlinear Rectangu-
lar Plates with Cross Stiffener. — Koichi Kimura Semianalytical Model for Solid Concentration in Structures. — Maria Q. Feng, Franco De Flaviis,
and Masaaki Okamoto; 128(7), 788-94 (2002). Turbulent Pipe Flows with Dispersed Particles. and Yoo Jin Kim; 128(2), 172-83 (2002).
Edge Effects in Pressurized Membranes. — Tang- — Xingwei Chen, C. T. Hsu, and Yee-Meng Polymer concrete
Tat Ng; 128(10), 1100-4 (2002). Chiew; 128(4), 487-92 (2002). Guided Lamb Wave Propagation in Composite
Numerical models Flow Establishment in Elastic Pipes. — King-wah Plate/Concrete Component. — Kritsakorn Lu-
Dynamics of Nonviscously Damped Linear Frank Lam and Hans J. Leutheusser; 128(11), angvilai, Wonsiri Punurai, and Laurence J.
Systems. — S. Adhikari; 128(3), 328-39 (2002). 1169-73 (2002). Jacobs; 128(12), 1337-41 (2002).
Generalized-a Time Integration Solutions for Pipes Polynomials
Hanging Chain Dynamics. — Jason I. Gobat, Efficiency Limits for Slip-on Type Buckle Arres- Polynomial Chaos Decomposition for the Simula-
Mark A. Grosenbaugh, and Michael S. tors for Offshore Pipelines. — Stelios tion of Non-Gaussian Nonstationary Stochastic
Triantafyllou; 128(6), 677-87 (2002). Kyriakides; 128(1), 102-11 (2002). Processes. — Shigehiro Sakamoto and Roger
Offshore pipelines Plastic Interaction Relations for Pipe Sections. — Ghanem; 128(2), 190-201 (2002).
Efficiency Limits for Slip-on Type Buckle Arres- Magdi Mohareb; 128(1), 112-20 (2002). Element-Free Method Based on _ Lagrange
tors for Offshore Pipelines. — _ Stelios Plane strain Polynomial. — Yoshitaka Suetake; 128(2),
Kyriakides; 128(1), 102-11 (2002). Time-Harmonic Analysis of Wave Propagation in 231-9 (2002).
Offshore structures Unbounded Layered Strata with Zigzag Poroelasticity
Non-Gaussian Model for Ringing Phenomena in Boundaries. — Si-Hwan Park and John L. Extension of Poroelastic Analysis to Double-
Offshore Structures. — Federico Waisman, Kur- Tassoulas; 128(3), 359-68 (2002). Porosity Materials: New Technique in
tis Gurley, Mircea Grigoriu, and Ahsan Kareem;
Plastic theory Microgeomechanics. — James G. Berryman;
128(7), 730-41 (2002).
Tripartite Cohesive Crack Model. — 128(8), 840-7 (2002).
Optimization
Jefferson; 128(6), 644-53 (2002). Micromechanical Approach to Nonlinear Poroelas-
Tuned Mass Damper Design for Optimally Mini-
mizing Fatigue Damage. — Hua-Jun Li and Sau- Plasticity ticity: Application to Cracked Rocks. — V.
Lon James Hu; 128(6), 703-7 (2002). Nonlocal Integral Formulations of Plasticity and Deudé, L. Dormieux, D. Kondo, and S.
Damage: Survey of Progress. — Zdenék P. Ba- Maghous; 128(8), 848-55 (2002).
Optimization design
zant and Milan Jirasek; 128(11), 1119-49 (2002) Porous materials
Spectral Analysis and Parametric Study of Stochas-
tic Pavement Loads. — Lu Sun and Thomas W. Plates Upscaling Heterogeneous Media by Asymptotic
Kennedy; 128(3), 318-27 (2002). Thermomechanical Postbuckling of Cross-Ply Expansions. — J.-L. Auriault; 128(8), 817-22
Organic matter Laminated Rectangular Plates. — K. K. Shukla (2002).
Micromechanical Model for Ultrastructural Stiff- and Y. Nath; 128(1), 93-101 (2002). Extension of Poroelastic Analysis to Double-
ness of Mineralized Tissues. — Christian Hell- Wave Diffraction by a Vertical Cylinder with a Po- Porosity Materials: New Technique _ in
mich and Franz-Josef Ulm; 128(8), 898-908 rous Ring Plate. — Jianhua Wu and Allen T. Microgeomechanics. — James G. Berryman;
(2002). Chwang; 128(2), 164-71 (2002). 128(8), 840-7 (2002).
Panels Hygrothermal Effects on the Nonlinear Bending of Homogenized Behavior Equations for Porous
Inelastic Cyclic Buckling of Aluminum Shear Shear Deformable Laminated Plates. — Hui- Bingham Viscoplastic Material. — Gilles Perrin;
Panels. — Durgesh C. Rai; 128(11), 1233-7 Shen Shen; 128(4), 493-6 (2002). 128(8), 885-8 (2002).
(2002). Vibration of Pressure Loaded Nonlinear Rectangu- Porous media
Particles lar Plates with Cross Stiffener. — Koichi Kimura Torsional Surface Waves in an Initially Stressed
Semianalytical Model for Solid Concentration in and Masaaki Okamoto; 128(7), 788-94 (2002). Anisotropic Porous Medium. — S. Dey and M.
Turbulent Pipe Flows with Dispersed Particles. Higher-Order Finite Strip Method for Postbuckling G. Sarkar; 128(2), 184-9 (2002).
— Xingwei Chen, C. T. Hsu, and Yee-Meng Analysis of Imperfect Composite Plates. — Coupling of Fluid Flow and Deformation in Under-
Chiew; 128(4), 487-92 (2002). Guiping Zou and Pizhong Qiao; 128(9), 1008-15 ground Formations. — Marte S. Gutierrez and
Influence of Particle Shape and Surface Friction (2002). Roland W. Lewis; 128(7), 779-87 (2002).
Variability on Response of Rod-Shaped Particu- Dynamic Response of Plates on Elastic Foundation Real Porous Media: Local Geometry and
late Media. — Catherine O’ Sullivan, Jonathan to Moving Loads. — M.-H. Huang and D. P. Transports. — P. M. Adler, J.-F. Thovert, S.
D. Bray, and Michael F. Riemer; 128(11), Thambiratnam; 128(9), 1016-22 (2002). Bekri, and F. Yousefian; 128(8), 829-39 (2002).
1182-92 (2002). Numerical Analysis for the Nonlinear Free Vibra- Micromechanical Approach to Nonlinear Poroelas-
Passive control tion of Shallow Shells. — Anand V. Singh and ticity: Application to Cracked Rocks. — V.
Study of Passive Deck-Flaps Flutter Control Sys- Kang Lan; 128(12), 1259-66 (2002). Deudé, L. Dormieux, D. Kondo, and S.
tem on Full Bridge Model. I: Theory. — Piotr Thermoelastic Stability of Layer Bonded to Half Maghous; 128(8), 848-55 (2002).
Omenzetter, Krzysztof Wilde, and Yozo Fujino; Plane. — Derek T. Schade and Dale G. Karr; Micromechanical Basis of Concept of Effective
128(3), 264-79 (2002). 128(12), 1285-94 (2002). Stress. — Anjani Kumar Didwania; 128(8),
Study of Passive Deck-Flaps Flutter Control Sys- Local Buckling of Elastically Restrained Fiber- 864-8 (2002).
tem on Full Bridge Model. II: Results. — Piotr Reinforced Plastic Plates and its Application to Saturation Effects of Soils on Ground Motion at
Omenzetter, Krzysztof Wilde, and Yozo Fujino; Box Sections. — Pizhong Qiao and Guiping Free Surface Due to Incident SV Waves. — Jun
128(3), 280-6 (2002). Zou; 128(12), 1324-30 (2002). Yang; 128(12), 1295-303 (2002).
1364 / JOURNAL OF ENGINEERING MECHANICS / DECEMBER 2002