Journal of Engineering Mechanics 2003: Vol 129 Index

25 Pages·2003·8.7 MB·English

2003 ANNUAL INDEX
Civil Engineering Database Subject Heading Index
The Civil Engineering Database (CEDB) is Organized Feature Map Algorithm. — Yuhai Banding
designed to provide free, easy bibliographic Chen and Allen T. Chwang; 129(10), 1156-63 Control of Wave Propagation in Sandwich Plate
access to all ASCE publications. The database (2003). Rows with Periodic Honeycomb Core. —
covers ASCE documents published since 1970. It Instantaneous Optimal Wilson-© Control Method. Massimo Ruzzene and Panos Tsopelas; 129(9),
provides access to all the journals, conference -— O. Bahar, M. R. Banan, M. Mahzoon, and Y. 975-86 (2003).
proceedings, books, — standards, —_m anuals, Kitagawa; 129(11), 1268-76 (2003). Barriers
magazines, and newspapers. The index terms Non-Gaussian Simulation: Cumulative Distribu- Flexible Porous Wave Barrier for Enhanced Wet-
below were assigned to papers published in this tion Function Map-Based Spectral Correction. lands Habitat Restoration. — A. N. Williams and
journal during 2003 from a CEDB subject — Forrest Masters and Kurtis R. Gurley; K. H. Wang; 129(1), 1-8 (2003).
heading list. The CEDB and subject heading list 129(12), 1418-28 (2003). Base isolation
can be accessed on the Web— at Analysis Moment Equation Analysis of Base-Isolated Build-
http://www. pubs.asce.org/cedbsrch.html. Dynamics of Cable Structures. — K. Yu. Volokh, ings Subjected to Support Motion. — Giulio
Fatica and Claudio Floris; 129(1), 94-106
O. Vilnay, and I. Averbuh; 129(2), 175-80
(2003).
Acids (2003).
“Biaxiality Effect” on the Energy Dissipated by
Modeling Water and Sulfuric Acid Transport Analytical techniques Elastoplastic Base-Isolators. — Mauro Sassu;
through Coated Cement Concrete. — J. Liu and Two Main Methods for Yield Line Analysis of 129(6), 607-12 (2003).
C. Vipulanandan; 129(4), 426-37 (2003). Slabs. — Valentin Quintas; 129(2), 223-31 Bayesian analysis
Active control (2003). Updating Properties of Nonlinear Dynamical Sys-
Experiments on a Full-Scale Building Model using Anisotropic materials tems with Uncertain Input. — Ka-Veng Yuen
Modified Sliding Mode Control. — Jong-Cheng Poromechanics of Anisotropic Hollow Cylinders. and James L. Beck; 129(1), 9-20 (2003).
Wu: 129(4), 363-72 (2003). — Mazen Kanj, Younane Abousleiman, and Beam columns
Instantaneous Optimal Wilson-© Control Method. Roger Ghanem; 129(11), 1277-87 (2003). Hybrid Beam-Column Element with End Frictional
— O. Bahar, M. R. Banan, M. Mahzoon, and Y. Anisotropy Joints. — S. S. Law, Z. M. Wu, and S. L. Chan;
Kitagawa; 129(11), 1268-76 (2003). Effects of Cross Anisotropy on Three-Dimensional 129(5), 564-70 (2003).
Aerodynamics Behavior of Sand. I: Stress—Strain Behavior and Beams
Aeroelastic Balance. — Yin Zhou and Ahsan Shear Banding. — Andrei V. Abelev and Poul V. Vibration of Timoshenko Beams with Internal
Kareem; 129(3), 283-92 (2003). Lade; 129(2), 160-6 (2003). Hinge. — Y. Y. Lee, C. M. Wang, and S.
Aeroelastic Analysis of Bridges: Effects of Turbu- Effects of Cross Anisotropy on Three-Dimensional Kitipornchai; 129(3), 293-301 (2003).
lence and Aerodynamic Nonlinearities. — Xin- Behavior of Sand. II: Volume Change Behavior Considerations of Multimode Structural Response
zhong Chen and Ahsan Kareem; 129(8), 885-95 and Failure. — Poul V. Lade and Andrei V. for Near-Field Earthquakes. — Ching-Tung
(2003). Abelev; 129(2), 167-74 (2003). Huang; 129(4), 458-67 (2003).
Asymptotic Matching Analysis of Scaling of Struc-
Aeroelasticity Arches
tural Failure Due to Softening Hinges. I: Theory.
Curve Veering of Eigenvalue Loci of Bridges with Shapes of Submerged Funicular Arches. — T. C.
— Zdenek P. Bazant; 129(6), 641-50 (2003).
Aeroelastic Effects. — Xinzhong Chen and Fung; 129(1), 120-5 (2003). Asymptotic Matching Analysis of Scaling of Struc-
Ahsan Kareem; 129(2), 146-59 (2003).
Asphalt pavements tural Failure Due to Softening Hinges. II:
Aeroelastic Balance. — Yin Zhou and Ahsan
Finite Element Studies of Asphalt Concrete Pave- Implications. — Zdenék P. Bazant; 129(6),
Kareem; 129(3), 283-92 (2003).
ment Reinforced with Geogrid. — Hoe I. Ling 651-4 (2003).
Algorithms and Huabei Liu; 129(7), 801-11 (2003). Interactive Failure of Two Impacting Beams. —
Algorithm for Generating Samples of Homoge- Automatic identification systems Xiaoging Teng and Tomasz Wierzbicki; 129(8),
neous Gaussian Fields. — Mircea Grigoriu; Particle Image Velocimetry System with Self- 918-26 (2003).
129(1), 43-9 (2003). Organized Feature Map Algorithm. — Yuhai Potential for Structural Failure in the Seismic Near
Damage Detection based on Single-Input-Single- Chen and Allen T. Chwang; 129(10), 1156-63 Field. — Matthew W. Roberts and Loren D.
Output Measurements. — P. J. Fanning and E. P. Lutes; 129(8), 927-34 (2003).
(2003).
Carden; 129(2), 202-9 (2003). Fracture Model for Flexural Failure of Beams Ret-
Substructural identification Method without Inter- Axial compression rofitted with CARDIFRC. — Farshid Jandaghi
face Measurement. — C. G Koh and K. Shankar; Buckling and Postbuckling of Antisymmetrically Alaee and Bhushan Lal Karihaloo; 129(9),
129(7), 769-76 (2003). Laminated Cross-ply Shear-Deformable Cylin- 1028-38 (2003).
Nonlinear Error Propagation Analysis for Explicit drical Shells under Axial Compression. — Vibratory Characteristics of Timoshenko Beams
Pseudodynamic Algorithm. — Shuenn-Yih Jianwu Zhang, Yanhai Xu, and Jinsong Wu; with Arbitrary Number of Cracks. — Q. S. Li;
Chang; 129(8), 841-50 (2003). 129(1), 107-16 (2003). 129(11), 1355-9 (2003).
Subset Simulation and its Application to Seismic Axial loads Numerical Evaluation of Uniform Beam Modes. —
Risk Based on Dynamic Analysis. — S. K. Au Stability Criteria for Euler Columns with Interme- Yu Tang; 129(12), 1475-7 (2003).
and J. L. Beck; 129(8), 901-17 (2003). diate and End Axial Loads. — C. M. Wang, C. Bearing capacity
Computational Analysis of Quality Reduction dur- Y. Wang, and I. M. Nazmul; 129(4), 468-72 Finite Element Studies of Asphalt Concrete Pave-
ing Drying of Lumber due to Irrecoverable De- (2003). ment Reinforced with Geogrid. — Hoe I. Ling
formation. II: Algorithmic Aspects and Practical Creep Analysis of Axially Loaded Fiber Reinforced and Huabei Liu; 129(7), 801-11 (2003).
Application. — Peter Mackenzie-Helnwein and Polymer-Confined Concrete Columns. — Tension Buckling in Multilayer Elastomeric
Antti Hanhijarvi; 129(9), 1006-16 (2003). Wassim Naguib and Amir Mirmiran; 129(11), Bearings. — James M. Kelly; 129(12), 1363-8
Particle Image Velocimetry System with Self- 1308-19 (2003). (2003).
JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003 / 1499
Beds Breaking waves W. Lim, Y. F. Ma, S. Kitipornchai, C. M. Wang,
Fluctuations of Turbulent Bed Shear Stress. — Laboratory Measurements of Void Fraction and and R. K. K. Yuen; 129(8), 876-84 (2003).
Nian-Sheng Cheng and Adrian Wing-Keung Turbulence in the Bore Region of Surf Zone Imperfection Sensitivity of Laminated Cylindrical
Law; 129(1), 126-30 (2003). Waves. — Daniel T. Cox and Sungwon Shin; Shells According to Different Shell Theories. —
Effects of Weakly Nonlinear Water Waves on Soft 129(10), 1197-205 (2003). Izhak Sheinman and Yiska Goldfeld; 129(9),
Poroelastic Bed with Finite Thickness. — Ping- Bridge decks 1048-53 (2003).
cheng Hsieh and Liang-hsiung Huang; 129(2), Dynamic Behavior of Orthotropic Rectangular Dynamic Stability of Laminated Composite
210-22 (2003). Plates under Moving Loads. — X. Q. Zhu and Curved Panels with Cutouts. — S. K. Sahu and
Laminar Water Wave and Current Passing Over Po- S. S. Law; 129(1), 79-87 (2003). P. K. Datta; 129(11), 1245-53 (2003).
rous Bed. — Ping-cheng Hsieh, Hsi-heng Dai, Elastic Stability and Second-Order Analysis of
Bridges
and Liang-hsiung Huang: 129(6), 655-64 Three-Dimensional Frames: Effects of Column
Aeroelastic Analysis of Bridges: Effects of Turbu-
(2003). Orientation. — J. Dario Aristizabal-Ochoa;
lence and Aerodynamic Nonlinearities. — Xin-
Bench marks 129(11), 1254-67 (2003).
zhong Chen and Ahsan Kareem; 129(8), 885-95
Sliding Mode Control of Cable-Stayed Bridge Sub- Thermal Postbuckling of Uniform Columns on
(2003).
jected to Seismic Excitation. — Seok J. Moon, Elastic Foundation—lIntuitive Solution. — G.
Bridges, cable-stayed
Lawrence A. Bergman, and Petros G. Voulgaris; Venkateswara Rao and K. Kanaka Raju;
Sliding Mode Control of Cable-Stayed Bridge Sub-
129(1), 71-8 (2003). 129(11), 1351-4 (2003).
jected to Seismic Excitation. — Seok J. Moon,
Bending Tension Buckling in Multilayer Elastomeric
Lawrence A. Bergman, and Petros G. Voulgaris;
Dynamic Bending Strains in Planar Trusses with Bearings. — James M. Kelly; 129(12), 1363-8
129(1), 71-8 (2003).
Pinned or Rigid Joints. — Y.-H. Pao and G. Sun; (2003).
129(3), 324-32 (203). Bridges, concrete Numerical Evaluation of Uniform Beam Modes. —
Bolted joints Effects of Seismically Induced Pounding at Expan- Yu Tang; 129(12), 1475-7 (2003).
sion Joints of Concrete Bridges. — Sang-Hoon
Hybrid Beam-Column Element with End Frictional Buffeting
Kim and Masanobu Shinozuka; 129(11),
Joints. —S. S. Law, Z. M. Wu, and S. L. Chan; Aeroelastic Analysis of Bridges: Effects of Turbu-
1225-34 (2003).
129(5), 564-70 (2003). lence and Aerodynamic Nonlinearities.
Bond stress Bridges, span —Xinzhong Chen and Ahsan Kareem; 129(8),
Scale Transition in Steel-Concrete Interaction. I: Curve Veering of Eigenvalue Loci of Bridges with 885-95 (2003).
Model. — Roman Lackner and Herbert A. Aeroelastic Effects. —Xinzhong Chen and Buildings
Mang; 129(4), 393-402 (2003). Ahsan Kareem; 129(2), 146-59 (2003). Moment Equation Analysis of Base-Isolated Build-
Bonding Buckling ings Subjected to Support Motion. —Giulio
Heterogeneous Strain and Bonded Granular Struc- Buckling and Postbuckling of Antisymmetrically Fatica and Claudio Floris; 129(1), 94-106
ture Change in Triaxial Specimen Studied by Laminated Cross-ply Shear-Deformable Cylin- (2003).
Computer Tomography. —C. S. Chang, T. Mat- drical Shells under Axial Compression. Experiments on a Full-Scale Building Model using
sushima, and X. Lee; 129(11), 1295-307 (2003). —Jianwu Zhang, Yanhai Xu, and Jinsong Wu; Modified Sliding Mode Control. —Jong-Cheng
Boundary conditions 129(1), 107-16 (2003). Wu; 129(4), 363-72 (2003).
Second-Order Radiation Boundary Condition for Effect of Base Fixity on Buckling of Heavy Col- Dynamics of a Class of Horizontal Setback
Water Wave Simulation with Large Angle umn with End Load. —C. Y. Wang; 129(1), Buildings. — Sudhir K. Jain and Chandrashek-
Incidence. — Tai-Wen Hsu, Yuan-Jyh Lan, Ting- 117-9 (2003). har K. Jain; 129(9), 1092-103 (2003).
Kuei Tsay, and Kuei-Pin Lin; 129(12), 1429-38 Exact Solutions for Buckling of Multispan Rectan- Buildings, high-rise
(2003). gular Plates. —Y. Xiang; 129(2), 181-7 (2003). Aeroelastic Balance. —Yin Zhou and Ahsan
Buckling of Columns with Intermediate Elastic
Boundary element methods Kareem; 129(3), 283-92 (2003).
Restraint. — C. M. Wang and I. M. Nazmul;
Nonlinear Response of Fluid-Filled Membrane in Considerations of Multimode Structural Response
129(2), 241-4 (2003).
Gravity Waves. —Amal C. Phadke and Kwok for Near-Field Earthquakes. —Ching-Tung
Fai Cheung; 129(7), 739-50 (2003). Large-Deflection Deformation of Ferromagnetic Huang; 129(4), 458-67 (2003).
Plates in Magnetic Fields. —Xiaojing Zheng
Boundary layer Buoyant jets
and Xingzhe Wang; 129(2), 245-8 (2003).
Postbuckling of Pressure-Loaded Functionally Experimental Study of a Horizontal Jet in a Wavy
Vibration of Timoshenko Beams with Internal
Graded Cylindrical Panels in Thermal Environment. —Nobuhito Mori and Kuang-An
Hinge. — Y. Y. Lee, C. M. Wang, and S.
Environments. — Hui-Shen Shen and Andrew Y. Chang; 129(10), 1149-55 (2003).
Kitipornchai; 129(3), 293-301 (2003).
T. Leung; 129(4), 414-25 (2003). Combined Particle Image Velocimetry/Planar
Stability Criteria for Euler Columns with Interme-
Particle Image Velocimetry Measurements within a Laser Induced Fluorescence for Integral Model-
diate and End Axial Loads. —C. M. Wang, C. Y.
Laboratory-Generated Swash Zone. —Edwin A. ing of Buoyant Jets. —Adrian Wing-Keung
Wang, and I. M. Nazmul; 129(4), 468-72 (2003).
Cowen, In Mei Sou, Philip L.-F. Liu, and Britt Law, Hongwei Wang, and Herlina; 129(10),
Inelastic Cyclic Model for Steel Braces. —Jun Jin
Raubenheimer; 129(10), 1119-29 (2003). 1189-96 (2003).
and Sherif El-Tawil; 129(5), 548-57 (2003).
Boundary processes Ritz Buckling Analysis of Rectangular Plates with Cables
Effects of Weakly Nonlinear Water Waves on Soft Internal Hinge. —Y. Xiang, C. M. Wang, C. Y. Dynamics of Cable Structures. —K. Yu. Volokh, O.
Poroelastic Bed with Finite Thickness. Wang, and G. H. Su; 129(6), 683-8 (2003). Vilnay, and I. Averbuh; 129(2), 175-80 (2003).
—Ping-cheng Hsieh and Liang-hsiung Huang; Plastic Torsional Buckling of Cruciform Compres- Wavelet-Galerkin Method for Free Vibrations of
129(2), 210-22 (2003). sion Members. —Nicos Makris; 129(6), 689-96 Elastic Cable. —M. AL-Qassab and S. Nair;
Bounding surface (2003). 129(3), 350-7 (2003).
Inelastic Cyclic Model for Steel Braces. —Jun Jin Nonlinear Buckling Simulations of Imperfect Shell Control of Wind-Induced Self-Excited Oscillations
and Sherif El-Tawil; 129(5), 548-57 (2003). Domes by Mixed Finite Elements. —Manabu by Transfer of Internal Energy to Higher Modes
Box beams Uchiyama and Seishi Yamada; 129(7), 707-14 of Vibration. [I: Application to Taut Cables.
Matrix Analysis of Shear Lag and Shear Deforma- (2003). —Thomas Le Diouron, Yozo Fujino, and Ma-
tion in Thin-Walled Box Beams. —Yaping Wu, Exact Buckling Solutions For Rectangular Plates sato Abe; 129(5), 526-38 (2003).
Shizhong Liu, Yuanlin Zhu, and Yuanming Lai; Under Intermediate and End Uniaxial Loads. Cements
129(8), 944-50 (2003). —Y. Xiang, C. M. Wang, and S. Kitipornchai: Micromechanical Modeling of Filament Wound
Bracing 129(7), 835-8 (2003). Cement-Based Composites. —B. Mobasher;
Inelastic Cyclic Model for Steel Braces. —Jun Jin Buckling of Vertical Cylindrical Shells Under 129(4), 373-82 (2003).
and Sherif El-Tawil; 129(5), 548-57 (2003). Combined End Pressure and Body Force. —C. Numerical Modeling of Coupled Hygromechanical
1500 / JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003
Degradation of Cementitious Materials. — Micromechanical Modeling of Filament Wound Decontamination of Radionuclides from Concrete
Gunther Meschke and Stefan Grasberger; Cement-Based Composites. — B. Mobasher; by Microwave Heating. I: Theory. — Zdenék P.
129(4), 383-92 (2003). 129(4), 373-82 (2003). Bazant and Goangseup Zi; 129(7), 777-84
Modeling Water and Sulfuric Acid Transport Dynamic Stability of Laminated Composite (2003).
through Coated Cement Concrete. — J. Liu and Curved Panels with Cutouts. — S. K. Sahu and Decontamination of Radionuclides from Concrete
C. Vipulanandan; 129(4), 426-37 (2003). P. K. Datta; 129(11), 1245-53 (2003).
by Microwave Heating. II: Computations. —
Clay soils Composites Goangseup Zi and Zdenék P. Bazant; 129(7),
Rate-Dependent Hyperplasticity with Internal Analysis of Heterogeneous Composites Based on 785-92 (2003).
Functions. — A. M. Puzrin and G. T. Houlsby: Moving-Window Techniques. — L. L. Graham-
Nonlinear Creep Damage Model for Concrete
129(3), 252-63 (2003). Brady, E. F. Siragy, and S. C. Baxter; 129(9),
under Uniaxial Compression. — Claudio Maz-
Clays 1054-64 (2003). zotti and Marco Savoia; 129(9), 1065-75 (2003).
Three-Dimensional Discrete Element Method of Compression
Perforation Thickness and Ballistic Limit of Con-
Analysis of Clays. — M. Yao and A. Behavior of Concrete Driven by Uniaxially Em-
crete Target Subjected to Rigid Projectile
Anandarajah; 129(6), 585-96 (2003). bedded Shape Memory Alloy Actuators. —
Impact. — Q. M. Li and D. J. Tong; 129(9),
Coastal environment Zongcai Deng, Qingbin Li, Anquan Jiu, and Lei 1083-91 (2003).
Incipient Motion of Bivalve Shells on Sand Beds Li; 129(6), 697-703 (2003).
under Flowing Water. — Subhasish Dey; 129(2), Nonlinear Creep Damage Model for Concrete Confinement-Shear Lattice Model for Concrete
232-40 (2003). under Uniaxial Compression. — Claudio Maz- Damage in Tension and Compression: I. Theory.
zotti and Marco Savoia; 129(9), 1065-75 (2003). — Gianluca Cusatis, Zdenek P. Bazant, and
Coating
Computation Luigi Cedolin; 129(12), 1439-48 (2003).
Modeling Water and Sulfuric Acid Transport
Decontamination of Radionuclides from Concrete Confinement-Shear Lattice Model for Concrete
through Coated Cement Concrete. — J. Liu and
by Microwave Heating. Il: Computations. — Damage in Tension and Compression: II. Com-
C. Vipulanandan; 129(4), 426-37 (2003).
Goangseup Zi and Zdenék P. Bazant; 129(7), putation and Validation. —Gianluca Cusatis,
Cohesive soils
785-92 (2003). Zdenek P. Bazant, and Luigi Cedolin; 129(12),
Three-Dimensional Discrete Element Method of
Computational Analysis of Quality Reduction dur- 1449-58 (2003).
Analysis of Clays. —M. Yao and A.
Anandarajah; 129(6), 585-96 (2003). ing Drying of Lumber due to Irrecoverable De- Concrete columns
formation. I: Orthotropic — Viscoelastic-
Creep Analysis of Axially Loaded Fiber Reinforced
Collapse Mechanosorptive-Plastic Material Model for the
Scale Transition in Steel-Concrete Interaction. Transverse Plane of Wood. —Antti Hanhijarvi Polymer-Confined Concrete Columns.
II: Applications. — Roman Lackner and Her- and Peter Mackenzie-Helnwein; 129(9), —Wassim Naguib and Amir Mirmiran: 129(11),
bert A. Mang; 129(4), 403-13 (2003). 996-1005 (2003). 1308-19 (2003).
Collapse loads Computational Analysis of Quality Reduction dur- Concrete structures
Stability of Stiffened Plates with Initial ing Drying of Lumber due to Irrecoverable De- Coupled Mechanical and Chemical Damage in Cal-
Imperfections. — P. Alagusundaramoorthy, S. formation. II: Algorithmic Aspects and Practical cium Leached Cementitious Structures.
Aruljayachandran, and R. Sundaravadivelu; Application. —Peter Mackenzie-Helnwein and —Caroline Le Bellégo, Gilles Pijaudier-Cabot,
129(7), 751-8 (2003). Antti Hanhijarvi; 129(9), 1006-16 (2003). Bruno Gerard, Jean-Francois Dube, and Laurent
Columns Stress Solution of Multiple Elliptic Hole Problem Molez; 129(3), 333-41 (2003).
Effect of Base Fixity on Buckling of Heavy Col- in Plane Elasticity. —L. Q. Zhang, Z. Q. Yue, C. Damage Detection in Concrete by Fourier and
umn with End Load. —C. Y. Wang; 129(1), F. Lee, L. G. Tham, and Z. F. Yang; 129(12), Wavelet Analyses. —Hani Melhem and Han-
117-9 (2003). 1394-407 (2003). sang Kim; 129(5), 571-7 (2003).
Buckling of Columns with Intermediate Elastic Computer analysis
Concrete, reinforced
Restraint. — C. M. Wang and I. M. Nazmul; Confinement-Shear Lattice Model for Concrete
Scale Transition in Steel-Concrete Interaction.
129(2), 241-4 (2003). Damage in Tension and Compression: I. Theery.
II: Applications. — Roman Lackner and Her-
Stability Criteria for Euler Columns with Interme- —Gianluca Cusatis, Zdenék P. Bazant, and
bert A. Mang; 129(4), 403-13 (2003).
diate and End Axial Loads. —C. M. Wang, C. Y. Luigi Cedolin; 129(12), 1439-48 (2003).
Constitutive Model for Concrete with Embedded
Wang, and I. M. Nazmul; 129(4), 468-72 (2003). Confinement-Shear Lattice Model for Concrete
Plastic Torsional Buckling of Cruciform Compres- Damage in Tension and Compression: II. Com- Sets of Reinforcement. —S. Pietruszczak and A.
sion Members. —Nicos Makris; 129(6), 689-96 putation and Validation. —Gianluca Cusatis, Winnicki; 129(7), 725-38 (2003).
(2003). Zdenék P. Bazant, and Luigi Cedolin; 129(12), Connections, semi-rigid
Elastic Stability and Second-Order Analysis of 1449-58 (2003). Hybrid Beam-Column Element with End Frictional
Three-Dimensional Frames: Effects of Column Computer applications Joints. —S. S. Law, Z. M. Wu, and S. L. Chan;
Orientation. —J. Dario Aristizabal-Ochoa; Elastic Stability and Second-Order Analysis of 129(5), 564-70 (2003).
129(11), 1254-67 (2003). Three-Dimensional Frames: Effects of Column Constitutive models
Thermal Postbuckling of Uniform Columns on Orientation. —J. Dario Aristizabal-Ochoa; Constitutive Model for Concrete with Embedded
Elastic Foundation—Intuitive Solution. —G. 129(11), 1254-67 (2003).
Sets of Reinforcement. —S. Pietruszczak and A.
Venkateswara Rao and K. Kanaka Raju; Concrete Winnicki; 129(7), 725-38 (2003).
129(11), 1351-4 (2003). Cohesive Fracturing and Stresses Caused by Hy-
Pressure-Level Dependency and Densification Be-
Seismic Design of Structures by Bundled Columns. dration Heat in Massive Concrete Wall.
havior of Sand Through Generalized Plasticity
—G. D. Hahn and B. P. Champlin; 129(12), —Zdenék P. Bazant, Jin-Keun Kim, and Sang-
1466-74 (2003). Eun Jeon; 129(1), 21-30 (2003). Model. — Hoe I. Ling and Huabei Liu; 129(8),
851-60 (2003).
Composite materials Scale Transition in Steel-Concrete Interaction. I:
Analysis of Heterogeneous Composites Based on
Creep of Polymer Matrix Composites. I: Norton/ Model. — Roman Lackner and Herbert A.
Moving-Window Techniques. —L. L. Graham-
Bailey Creep Law for Transverse Isotropy. —D. Mang; 129(4), 393-402 (2003).
N. Robinson, W. K. Binienda, and M. B. Modeling Water and Sulfuric Acid Transport Brady, E. F. Siragy, and S. C. Baxter: 129(9),
Ruggles; 129(3), 310-7 (2003). through Coated Cement Concrete. —J. Liu and 1054-64 (2003).
Creep of Polymer Matrix Composites. II: C. Vipulanandan; 129(4), 426-37 (2003). Electrorheological and Magnetorheological Duct
Monkman-Grant Failure Relationship for Trans- Behavior of Concrete Driven by Uniaxially Em- Flow in Shear-Flow Mode Using Herschel-
verse Isotropy. —W. K. Binienda, D. N. Rob- bedded Shape Memory Alloy Actuators. Bulkley Constitutive Model. —Joko Widjaja,
inson, and M. B. Ruggles; 129(3), 318-23 —Zongcai Deng, Qingbin Li, Anquan Jiu, and Bijan Samali, and Jianchun Li; 129(12), 1459-65
(2003). Lei Li; 129(6), 697-703 (2003). (2003).
JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003 / 1501
Contacts Analytical Prediction of Fatigue Crack Propagation Buckling of Vertical Cylindrical Shells Under
Modified Shear Spring Formulation for Discon- in Metals. — D. V. Ramsamooj; 129(6), 672-82 Combined End Pressure and Body Force. — C.
tinuous Deformation Analysis of Particulate (2003). W. Lim, Y. F. Ma, S. Kitipornchai, C. M. Wang,
Media. — Catherine O’ Sullivan and Jonathan D. Cracking and R. K. K. Yuen; 129(8), 876-84 (2003).
Bray; 129(7), 830-4 (2003). Cohesive Fracturing and Stresses Caused by Hy- Imperfection Sensitivity of Laminated Cylindrical
Contaminants dration Heat in Massive Concrete Wall. — Shells According to Different Shell Theories. —
Decontamination of Radionuclides from Concrete Zdenék P. Bazant, Jin-Keun Kim, and Sang-Eun Izhak Sheinman and Yiska Goldfeld; 129(9),
by Microwave Heating. I: Theory. — Zdenek P. Jeon; 129(1), 21-30 (2003). 1048-53 (2003).
Bazant and Goangseup Zi; 129(7), 777-84 Coupled Mechanical and Chemical Damage in Cal-
Dam foundations
(2003). cium Leached Cementitious Structures. —
Energy Release Rate due to Friction at Bimaterial
Decontamination of Radionuclides from Concrete Caroline Le Bellégo, Gilles Pijaudier-Cabot,
Interface in Dams. — V. Sujatha and J. M. Chan-
by Microwave Heating. II: Computations. — Bruno Gérard, Jean-Francois Dubé, and Laurent
dra Kishen; 129(7), 793-800 (2003).
Goangseup Zi and Zdenék P. Bazant; 129(7), Molez; 129(3), 333-41 (2003).
785-92 (2003). Energy Release Rate due to Friction at Bimaterial Damage
Contamination Interface in Dams. — V. Sujatha and J. M. Chan- Damage Detection based on Single-Input-Single-
Decontamination of Radionuclides from Concrete dra Kishen; 129(7), 793-800 (2003). Output Measurements. — P. J. Fanning and E. P.
by Microwave Heating. I: Theory. — Zdenék P. Vibratory Characteristics of Timoshenko Beams Carden; 129(2), 202-9 (2003).
Bazant and Goangseup Zi; 129(7), 777-84 with Arbitrary Number of Cracks. — Q. S. Li; Coupled Mechanical and Chemical Damage in Cal-
(2003). 129(11), 1355-9 (2003). cium Leached Cementitious Structures. —
Decontamination of Radionuclides from Concrete Creep Caroline Le Bellégo, Gilles Pijaudier-Cabot,
by Microwave Heating. II: Computations. — Creep of Polymer Matrix Composites. I: Norton/ Bruno Gerard, Jean-Francois Dubé, and Laurent
Goangseup Zi and Zdenék P. Bazant; 129(7), Bailey Creep Law for Transverse Isotropy. — D. Molez; 129(3), 333-41 (2003).
785-92 (2003). N. Robinson, W. K. Binienda, and M. B. Damage Detection in Concrete by Fourier and
Continuous beams Ruggles: 129(3), 310-7 (2003). Wavelet Analyses. —Hani Melhem and Han-
Response of Continuous System with Stochasti- Creep of Polymer Matrix Composites. _ II: sang Kim; 129(5), 571-7 (2003).
cally Varying Surface Roughness to Moving Monkman-Grant Failure Relationship for Trans- Nonlinear Creep Damage Model for Concrete
Load. — Christian A. Schenk and Lawrence A. verse Isotropy. —W. K. Binienda, D. N. Rob- under Uniaxial Compression. —Claudio Maz-
Bergman; 129(7), 759-68 (2003). inson, and M. B. Ruggles; 129(3), 318-23 zotti and Marco Savoia; 129(9), 1065-75 (2003).
Concentrations of Pressure Between an Elastically (2003). Confinement-Shear Lattice Model for Concrete
Supported Beam and a Moving Nonlinear Creep Damage Model for Concrete Damage in Tension and Compression: I. Theory.
Timoshenko-Beam. — Eugenia C. Cojocaru, under Uniaxial Compression. —Claudio Maz- —Gianluca Cusatis, Zdenék P. Bazant, and
Hans Irschik, and Kurt Schlacher; 129(9), zotti and Marco Savoia; 129(9), 1065-75 (2003).
1076-82 (2003). Creep Analysis of Axially Loaded Fiber Reinforced Luigi Cedolin; 129(12), 1439-48 (2003).
Polymer-Confined Concrete Columns. Confinement-Shear Lattice Model for Concrete
Control methods —Wassim Naguib and Amir Mirmiran; 129(11), Damage in Tension and Compression: II. Com-
Instantaneous Optimal Wilson-O Control Method. 1308-19 (2003). putation and Validation. —Gianluca Cusatis,
—O. Bahar, M. R. Banan, M. Mahzoon, and Y.
Kitagawa; 129(11), 1268-76 (2003). Curvature Zdenék P. Bazant, and Luigi Cedolin; 129(12),
Dean Equations Extended to a Rotating Helical 1449-58 (2003).
Cooling towers
Pipe Flow. —Jinsuo Zhang and Benzhao Zhang; Damage assessment
Scale Transition in Steel-Concrete Interaction.
129(7), 823-9 (2003). Structural Damage Detection and Assessment from
II: Applications. — Roman Lackner and Her-
Cyclic loads Modal Response. —T. Pothisiri and K. D.
bert A. Mang; 129(4), 403-13 (2003).
Inelastic Cyclic Model for Steel Braces. —Jun Jin Hjelmstad; 129(2), 135-45 (2003).
Cores
Control of Wave Propagation in Sandwich Plate and Sherif El-Tawil; 129(5), 548-57 (2003). Damping
Rows with Periodic Honeycomb’ Core. Hybrid Beam-Column Element with End Frictional Seismic Analysis and Design with Maxwell
—Massimo Ruzzene and Panos Tsopelas; Joints. —S. S. Law, Z. M. Wu, and S. L. Chan; Dampers. — Mahendra P. Singh, Navin. P.
129(9), 975-86 (2003). 129(5), 564-70 (2003). Verma, and Luis M. Moreschi; 129(3), 273-82
“Biaxiality Effect’ on the Energy Dissipated by
Coriolis Elastoplastic Base-Isolators. —Mauro Sassu; (2003).
Dean Equations Extended to a Rotating Helical 129(6), 607-12 (2003). Control of Wind-Induced Self-Excited Oscillations
Pipe Flow. —Jinsuo Zhang and Benzhao Zhang; Pressure-Level Dependency and Densification Be- by Transfer of Internal Energy to Higher Modes
129(7), 823-9 (2003). havior of Sand Through Generalized Plasticity of Vibration. I: Analysis in Two Degrees of
Correlation Model. — Hoe I. Ling and Huabei Liu; 129(8), Freedom. — Thomas Le Diouron, Yozo Fujino,
First- and Higher-Order Correlation Detection 851-60 (2003). and Masato Abe; 129(5), 514-25 (2003).
Using Wavelet Transforms. —K. Gurley, T. Cylinders Control of Wind-Induced Self-Excited Oscillations
Kijewski, and A. Kareem; 129(2), 188-201 Convection Velocity of Vortex Structures in the by Transfer of Internal Energy to Higher Modes
(2003). Near Wake of a Circular Cylinder. —Chang Lin of Vibration. II: Application to Taut Cables.
Coupling and Shih-Chun Hsieh; 129(10), 1108-18 (2003). —Thomas Le Diouron, Yozo Fujino, and Ma-
Thermochemomechanical Assessment of Ground Poromechanics of Anisotropic Hollow Cylinders. sato Abe; 129(5), 526-38 (2003).
Improvement by Jet Grouting in Tunneling. —Mazen Kanj, Younane Abousleiman, and Earthquake Response of Elastic Single-Degree-of-
—Christian Pichler, Roman Lackner, Yvonne Roger Ghanem; 129(11), 1277-87 (2003). Freedom Systems with Nonlinear Viscoelastic
Spira, and Herbert A. Mang; 129(8), 951-62 Investigation of Two- and Three-Dimensional Dampers. — Wen-Hsiung Lin and Anil K.
(2003). Models of Transitional Flow Past a Square Chopra; 129(6), 597-606 (2003).
Analytical Solution for Fluid-Structure Interaction Cylinder. — A. K. Saha, K. Muralidhar, and G. Instantaneous Optimal Wilson-O Control Method.
in Liquid-Filled Pipes Subjected to Impact- Biswas; 129(11), 1320-9 (2003). —O. Bahar, M. R. Banan, M. Mahzoon, and Y.
Induced Water Hammer. —Q. S. Li, Ke Yang, Cylindrical shells Kitagawa; 129(11), 1268-76 (2003).
and Lixiang Zhang; 129(12), 1408-17 (2003). Buckling and Postbuckling of Antisymmetrically Electrorheological and Magnetorheological Duct
Crack propagation Laminated Cross-ply Shear-Deformable Cylin- Flow in Shear-Flow Mode Using Herschel-
Asymptotic Matching Analysis of Scaling of Struc- drical Shells under Axial Compression. Bulkley Constitutive Model. —Joko Widjaja,
tural Failure Due to Softening Hinges. I: Theory. —Jianwu Zhang, Yanhai Xu, and Jinsong Wu; Bijan Samali, and Jianchun Li; 129(12), 1459-65
—Zdenék P. Bazant; 129(6), 641-50 (2003). 129(1), 107-16 (2003). (2003).
1502 / JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003
Dams, concrete Design Distribution functions
Energy Release Rate due to Friction at Bimaterial Design-Oriented Analysis of Structures—Unified Non-Gaussian Simulation: Cumulative Distribu-
Interface in Dams. — V. Sujatha and J. M. Chan- Approach. — U. Kirsch; 129(3), 264-72 (2003). tion Function Map-Based Spectral Correction.
dra Kishen; 129(7), 793-800 (2003). Dewatering — Forrest Masters and Kurtis R. Gurley;
Dams, gravity Computational Analysis of Quality Reduction dur- 129(12), 1418-28 (2003).
Energy Release Rate due to Friction at Bimaterial ing Drying of Lumber due to Irrecoverable De- Drag
Interface in Dams. — V. Sujatha and J. M. Chan- formation. I: Orthotropic — Viscoelastic- Numerical Solution of Fully Developed Flow with
dra Kishen; 129(7), 793-800 (2003). Mechanosorptive-Plastic Material Model for the Vegetative Resistance. — V. S. Neary; 129(5),
Data analysis Transverse Plane of Wood. — Antti Hanhijarvi 558-63 (2003).
Estimating Uncertainty in the Extreme Value and Peter Mackenzie-Helnwein; 129(9), Ductility
Analysis of Data Generated by a Hurricane 996-1005 (2003). Effects of Seismically Induced Pounding at Expan-
sion Joints of Concrete Bridges. — Sang-Hoon
Simulation Model. — Stuart Coles and Emil Computational Analysis of Quality Reduction dur-
Kim and Masanobu Shinozuka: 129(11),
Simiu; 129(11), 1288-94 (2003). ing Drying of Lumber due to Irrecoverable De-
1225-34 (2003).
Decomposition formation. II: Algorithmic Aspects and Practical
Durability
Exact Buckling Solutions For Rectangular Plates Application. — Peter Mackenzie-Helnwein and
Aging Approach to Water Effect on Alkali—Silica
Under Intermediate and End Uniaxial Loads. — Antti Hanhijarvi; 129(9), 1006-16 (2003).
Reaction Degradation of Structures. — Alex-
Y. Xiang, C. M. Wang, and S. Kitipornchai; Diaphragms ander Steffens, Kefei Li, and Olivier Coussy:
129(7), 835-8 (2003). Dynamics of a Class of Horizontal Setback 129(1), 50-9 (2003).
Deflection Buildings. — Sudhir K. Jain and Chandrashek- Dynamic analysis
Nonlinear Buckling Simulations of Imperfect Shell har K. Jain; 129(9), 1092-103 (2003). Subset Simulation and its Application to Seismic
Domes by Mixed Finite Elements. — Manabu Differential equations Risk Based on Dynamic Analysis. — S. K. Au
Uchiyama and Seishi Yamada; 129(7), 707-14 Concentrations of Pressure Between an Elastically and J. L. Beck; 129(8), 901-17 (2003).
(2003). Supported Beam and a Moving Modal Perturbation Method and its Applications in
Deformation Timoshenko-Beam. — Eugenia C. Cojocaru, Structural Systems. —Menglin Lou and Genda
Large-Deflection Deformation of Ferromagnetic Hans Irschik, and Kurt Schlacher; 129(9), Chen; 129(8), 935-43 (2003).
Plates in Magnetic Fields. —Xiaojing Zheng 1076-82 (2003). Dynamic characteristics
and Xingzhe Wang; 129(2), 245-8 (2003). Diffusion Dynamic Characteristics of Infinite and Finite Rail-
Computational Analysis of Quality Reduction dur- Decontamination of Radionuclides from Concrete ways to Moving Loads. —Yung-Hsiang Chen
ing Drying of Lumber due to Irrecoverable De- by Microwave Heating. I: Theory. —Zdenék P. and Yen-Hui Huang: 129(9), 987-95 (2003).
formation. [: Orthotropic — Viscoelastic- Bazant and Goangseup Zi; 129(7), 777-84 Dynamic loads
Mechanosorptive-Plastic Material Model for the (2003). Response of Continuous System with Stochasti-
Transverse Plane of Wood. —Antti Hanhijarvi Decontamination of Radionuclides from Concrete cally Varying Surface Roughness to Moving
and Peter Mackenzie-Helnwein; 129(9), by Microwave Heating. II: Computations. Load. — Christian A. Schenk and Lawrence A.
996-1005 (2003). —Goangseup Zi and Zdenék P. Bazant; 129(7), Bergman; 129(7), 759-68 (2003).
Computational Analysis of Quality Reduction dur- 785-92 (2003). Exact Solution for Dynamic Response of Multi-
ing Drying of Lumber due to Irrecoverable De- Degree-of-Freedom Bilinear Hysteretic
formation. II: Algorithmic Aspects and Practical Diffusion coefficient Systems. — J. L. Liu; 129(11), 1342-50 (2003).
Application. —Peter Mackenzie-Helnwein and Characterization of Cement-Based Materials Using Dynamic response
Antti Hanhijarvi; 129(9), 1006-16 (2003). Diffuse Ultrasound. —Jens Becker, Laurence J. Concentrations of Pressure Between an Elastically
Jacobs, and Jianmin Qu; 129(12), 1478-84 Supported Beam and a Moving
Deformation analysis (2003). Timoshenko-Beam. — Eugenia C. Cojocaru,
Modified Shear Spring Formulation for Discon-
Dikes Hans Irschik, and Kurt Schlacher; 129(9),
tinuous Deformation Analysis of Particulate
Analysis of Water Waves Passing Over a Sub- 1076-82 (2003).
Media. — Catherine O’S ullivan and Jonathan D.
merged Rectangular Dike. —I-Chi Chan, Liang- Exact Solution for Dynamic Response of Multi-
Bray: 129(7), 830-4 (2003).
Hsiung Huang, and Ping-Cheng Hsieh; 129(6), Degree-of-Freedom Bilinear Hysteretic
Degradation 613-26 (2003). Systems. — J. L. Liu; 129(11), 1342-50 (2003).
Aging Approach to Water Effect on Alkali—Silica
Reaction Degradation of Structures. Discrete elements Dynamic stability
Smooth Convex Three-Dimensional Particle for Dynamic Stability of Laminated Composite
—Alexander Steffens, Kefei Li, and Olivier
CouCpoluesds y;M ec1h2a9n(i1c),a l 50a-n9d C(h20e0m3i)c.a l Damage in Cal- tKhueh n;D is1c2r9e(t5e)-, El5e3m9e-n4t7 (M2e0t0h3o)d.. —Matthew R. CP.u rKv.e dD atPtaan;e ls1 29w(i1t1h) , Cu1t2ou4t5s-.5 3 —S(2.0 03K).. Sahu and
cium Leached Cementitious Structures. Three-Dimensional Discrete Element Method of Dynamic structural analysis
—Caroline Le Bellégo, Gilles Pijaudier-Cabot, Analysis of Clays. —M. Yao and A. Effescitosn oJfo iSnetsi smoifc aClolnyc rIentdeu ceBrdi dPgoesu.n di—nSga natg -EHxpoaonn-
Bruno Gérard, Jean-Francois Dubé, and Laurent Anandarajah: 129(6), 585-96 (2003).
Kim and Masanobu Shinozuka; 129(11),
Molez; 129(3), 333-41 (2003). Modified Shear Spring Formulation for Discon-
1225-34 (2003).
Numerical Modeling of Coupled Hygromechanical tinuous Deformation Analysis of Particulate
Dynamic tests
Degradation of Cementitious Materials. Media. — Catherine O’S ullivan and Jonathan D.
Nonlinear Error Propagation Analysis for Explicit
—Gunther Meschke and Stefan Grasberger; Bray; 129(7), 830-4 (2003).
Pseudodynamic Algorithm. —Shuenn-Yih
129(4), 383-92 (2003). Displacement Chang; 129(8), 841-50 (2003).
Degrees of freedom Spline Semidiscretization Analysis for Orthotropic Analytical Modeling, System Identification, and
Earthquake Response of Elastic Single-Degree-of- Plates and Shel}s. —Chunxiang Li, Weijian Si, Tracking Performance of Uniaxial Seismic
Freedom Systems with Nonlinear Viscoelastic and Zhenyu Liu; 129(1), 60-70 (2003). Simulators. — Brian S. Twitchell and Michaei
Dampers. — Wen-Hsiung Lin and Anil K. Vibration of Plates with Constrained V-Notches or D. Symans; 129(12), 1485-8 (2003).
Chopra; 129(6), 597-606 (2003). Cracks. —O. G. McGee, A. W. Leissa, J. W. Dynamics
Densification Kim, and Y. S. Kim; 129(7), 812-22 (2003). Dynamic Behavior of Orthotropic Rectangular
Pressure-Level Dependency and Densification Be- Dissipation Plates under Moving Loads. —X. Q. Zhu and S.
havior of Sand Through Generalized Plasticity Rate-Dependent Hyperplasticity with Internal S. Law; 129(1), 79-87 (2003).
Model. — Hoe I. Ling and Huabei Liu; 129(8), Functions. — A. M. Puzrin and G. T. Houlsby; Dynamics of Cable Structures. —K. Yu. Volokh, O.
851-60 (2003). 129(3), 252-63 (2003). Vilnay, and I. Averbuh; 129(2), 175-80 (2003).
JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003 / 1503
Linear Stochastic Dynamical System under Uncer- Elastic restraints Evaluation
tain Load: Inverse Reliability Analysis. — Ab- Buckling of Columns with Intermediate Elastic Numerical Evaluation of Uniform Beam Modes. —
hijit Sarkar; 129(6), 665-71 (2003). Restraint. — C. M. Wang and I. M. Nazmul; Yu Tang; 129(12), 1475-7 (2003).
Uncertain Dynamical Systems in the Medium- 129(2), 241-4 (2003). Excitation
Frequency Range. — C. Soize: 129(9), 1017-27 Elasticity Sliding Mode Control of Cable-Stayed Bridge Sub-
(2003). Large-Defiection Deformation of Ferromagnetic jected to Seismic Excitation. — Seok J. Moon,
Earthquake excitation Plates in Magnetic Fields. — Xiaojing Zheng Lawrence A. Bergman, and Petros G. Voulgaris;
Moment Equation Analysis of Base-Isolated Build- and Xingzhe Wang; 129(2), 245-8 (2003). 129(1), 71-8 (2003).
ings Subjected to Support Motion. — Giulio Elasticity of Space-Time: Basis of Newton’s 2nd Refined Solutions of Externally Induced Sloshing
Fatica and Claudio Floris; 129(1), 94-106 Law of Motion. — Kirk C. Valanis; 129(9), in Half-Full Spherical Containers. — S. Pa-
(2003). 1039-47 (2003). paspyrou, D. Valougeorgis, and S. A.
Stress Solution of Multiple Elliptic Hole Problem Karamanos; 129(12), 1369-79 (2003).
Earthquakes in Plane Elasticity. — L. Q. Zhang, Z. Q. Yue,
Expansion joints
Considerations of Multimode Structural Response C. F. Lee, L. G. Tham, and Z. F. Yang; 129(12),
Effects of Seismically Induced Pounding at Expan-
for Near-Field Earthquakes. — Ching-Tung 1394-407 (2003).
sion Joints of Concrete Bridges. — Sang-Hoon
Huang; 129(4), 458-67 (2003). Elastomer Kim and Masanobu Shinozuka; 129(11),
Earthquake Response of Elastic Single-Degree-of- Tension Buckling in Multilayer Elastomeric
1225-34 (2003).
Freedom Systems with Nonlinear Viscoelastic Bearings. — James M. Kelly; 129(12), 1363-8
Dampers. — Wen-Hsiung Lin and Anil K. (2063). Experimentation
Experiments on a Full-Scale Building Model using
Chopra: 129(6), 597-606 (2003). Embedded foundations
Modified Sliding Mode Control. — Jong-Cheng
Hilbert-Huang Transform Analysis of Dynamic and Dynamic Soil Stiffnesses at Side of Embedded
Wu; 129(4), 363-72 (2003).
Earthquake Motion Recordings. — Ray Structures with Rectangular Base. — Toyoaki
Stability of Stiffened Plates with Initial
Ruichong Zhang, Shuo Ma, Erdal Safak, and Nogami and Harn S. Chen; 129(8), 963-73
Imperfections. — P. Alagusundaramoorthy, S.
Stephen Hartzell; 129(8), 861-75 (2003). (2003).
Aruljayachandran, and R. Sundaravadivelu;
Potential for Structural Failure in the Seismic Near Energy dissipation
129(7), 751-8 (2003).
Field. —Matthew W. Roberts and Loren D. “Biaxiality Effect’’ on the Energy Dissipated by
Experimental Study of a Horizontal Jet in a Wavy
Lutes: 129(8), 927-34 (2003). Elastoplastic Base-Isolators. —Mauro Sassu;
Environment. —Nobuhito Mori and Kuang-An
Dynamics of a Class of Horizontal Setback 129(6), 607-12 (2003).
Chang; 129(10), 1149-55 (2003).
Buildings. — Sudhir K. Jain and Chandrashek- State Space Formulation for Linear Viscoelastic
har K. Jain; 129(9), 1092-103 (2003). Dynamic Systems with Memory. —A. Palmeri, Failures
Consistent Finite-Element Response Sensitivity F. Ricciardelli, A.D e Luca, and G. Muscolino; Effects of Cross Anisotropy on Three-Dimensional
Analysis. — J. P. Conte, P. K. Vijalapura, and M. 129(7), 715-24 (2003). Behavior of Sand. I: Stress—Strain Behavior and
Shear Banding. —Andrei V. Abelev and Poul V.
Meghella; 129(12), 1380-93 (2003). Energy methods
Lade; 129(2), 160-6 (2003).
Seismic Design of Structures by Bundled Columns. Buckling of Vertical Cylindrical Shells Under
Effects of Cross Anisotropy on Three-Dimensional
—G. D. Hahn and B. P. Champlin; 129(12), Combined End Pressure and Body Force. —C.
Behavior of Sand. II: Volume Change Behavior
1466-74 (2003). W. Lim, Y. F. Ma, S. Kitipornchai, C. M. Wang,
Analytical Modeling, System Identification, and and R. K. K. Yuen; 129(8), 876-84 (2003). and Failure. —Poul V. Lade and Andrei V.
Abelev:; 129(2), 167-74 (2003).
Tracking Performance of Uniaxial Seismic Energy transfer
Creep of Polymer Matrix Composites. II:
Simulators. — Brian S. Twitchell and Michael Control of Wind-Induced Self-Excited Oscillations
Monkman-Grant Failure Relationship for Trans-
D. Symans; 129(12), 1485-8 (2003). by Transfer of Internal Energy to Higher Modes
verse Isotropy. —W. K. Binienda, D. N. Rob-
of Vibration. I: Analysis in Two Degrees of
Eigenvalues inson, and M. B. Ruggles; 129(3), 318-23
Freedom. — Thomas Le Diouron, Yozo Fujino,
Curve Veering of Eigenvalue Loci of Bridges with (2003).
and Masato Abe; 129(5), 514-25 (2003).
Aeroelastic Effects. —Xinzhong Chen and Interactive Failure of Two Impacting Beams.
Control of Wind-Induced Self-Excited Oscillations
Ahsan Kareem; 129(2), 146-59 (2003). —Xiaoging Teng and Tomasz Wierzbicki;
by Transfer of Internal Energy to Higher Modes
Buckling of Vertical Cylindrical Shells Under of Vibration. II: Application to Taut Cables. 129(8), 918-26 (2003).
Combined End Pressure and Body Force. —C. —Thomas Le Diouron, Yozo Fujino, and Ma- Fracture Model for Flexural Failure of Beams Ret-
W. Lim, Y. F. Ma, S. Kitipornchai, C. M. Wang, sato Abe; 129(5), 526-38 (2003). rofitted with CARDIFRC. —Farshid Jandaghi
and R. K. K. Yuen; 129(8), 876-84 (2003). Alaee and Bhushan Lal Karihaloo; 129(9),
Equations of motion
Modal Perturbation Method and its Applications in 1028-38 (2003).
State Space Formulation for Linear Viscoelastic
Structural Systems. —Menglin Lou and Genda Confinement-Shear Lattice Model for Concrete
Dynamic Systems with Memory. —A. Palmeri,
Chen; 129(8), 935-43 (2003). Damage in Tension and Compression: II. Com-
F. Ricciardelli, A. De Luca, and G. Muscolino;
Elastic foundations 129(7), 715-24 (2003). putation and Validation. —-Gianluca Cusatis,
Biparametric Models for Elastic Wedge Elasticity of Space-Time: Basis of Newton’s 2nd Zdenék P. Bazant, and Luigi Cedolin; 129(12),
Foundation. — Joanna Marzeda, Volodymyr Law of Motion. —Kirk C. Valanis; 129(9), 1449-58 (2003).
Pauk, and Margaret Wozniak; 129(1), 88-93 1039-47 (2003). Fatigue
(2003). Equations of state Analytical Prediction of Fatigue Crack Propagation
Postbuckling Analysis of Plates Resting on a Ten- State Space Formulation for Linear Viscoelastic in Metals. —D. V. Ramsamooj; 129(6), 672-82
sionless Elastic Foundation.— - 3. de Holanda Dynamic Systems with Memory. —A. Palmeri, (2003).
and P. B. Gongalves; 129(4), 438-48 (2003). F. Ricciardelli, A. De Luca, and G. Muscolino; Feedback control
Concentrations of Pressure Between an Elastically 129(7), 715-24 (2003). Analytical Modeling, System Identification, and
Supported Beam and a Moving Errors Tracking Performance of Uniaxial Seismic
Timoshenko-Beam. — Eugenia C. Cojocaru, Nonlinear Error Propagation Analysis for Explicit Simulators. — Brian S. Twitchell and Michael
Hans Irschik, and Kurt Schlacher; 129(9), Pseudodynamic Algorithm. —Shuenn-Yih D. Symans; 129(12), 1485-8 (2003).
1076-82 (2003). Chang; 129(8), 841-50 (2003). Fiber reinforced polymers
Thermal Postbuckling of Uniform Columns on Estuaries Creep Analysis of Axially Loaded Fiber Reinforced
Elastic Foundation—Intuitive Solution. —G. Field Experiment Study of Transient Stratified Polymer-Confined Concrete Columns.
Venkateswara Rao and K. Kanaka Raju; Flow in an Estuary. —Wenrui Huang, W. K. —Wassim Naguib and Amir Mirmiran; 129(11),
129(11), 1351-4 (2003). Jones, and Q. Yang; 129(10), 1220-3 (2003). 1308-19 (2003).
1504 / JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003
Field investigations Flow measurement Fourier transform
Field Experiment Study of Transient Stratified Measurements of Water Surface Profile and Veloc- Damage Detection in Concrete by Fourier and
Flow in an Estuary. — Wenrui Huang, W. K. ity Field at a Circular Pier. — Kent R. Johnson Wavelet Analyses. — Hani Melhem and Han-
Jones, and Q. Yang; 129(10), 1220-3 (2003). and Francis C. K. Ting; 129(5), 502-13 (2003). sang Kim; 129(5), 571-7 (2003).
Finite element method Convection Velocity of Vortex Structures in the Fracture mechanics
Aging Approach to Water Effect on Alkali—Silica Near Wake of a Circular Cylinder. — Chang Lin Asymptotic Matching Analysis of Scaling of Struc-
Reaction Degradation of Structures. — Alex- and Shih-Chun Hsieh; 129(10), 1108-18 (2003). tural Failure Due to Softening Hinges. I: Theory.
ander Steffens, Kefei Li, and Olivier Coussy; Particle Image Velocimetry Measurements within a — Zdenek P. Bazant; 129(6), 641-50 (2003).
129(1), 50-9 (2003). Laboratory-Generated Swash Zone. — Edwin Asymptotic Matching Analysis of Scaling of Struc-
Structural Damage Detection and Assessment from A. Cowen, In Mei Sou, Philip L.-F. Liu, and Britt tural Failure Due to Softening Hinges. II:
Raubenheimer; 129(10), 1119-29 (2003). Implications. — Zdenek P. Bazant; 129(6),
Modal Response. — T. Pothisiri and K. D.
Laser-Induced Fluorescence Measurements of a 651-4 (2003).
Hjelmstad; 129(2), 135-45 (2003).
Turbulent Plume. — D. R. Webster, S. Rahman, Fractures
Design-Oriented Analysis of Structures—Unified
and L. P. Dasi; 129(10), 1130-7 (2003). Fracture Model for Flexural Failure of Beams Ret-
Approach. — U. Kirsch; 129(3), 264-72 (2003).
Shallow Turbulent Flows by Video Imaging rofitted with CARDIFRC. — Farshid Jandaghi
Numerical Modeling of Coupled Hygromechanical
Method. — J.-B. Zhang and V. H. Chu; 129(10), Alaee and Bhushan Lal Karihaloo; 129(9),
Degradation of Cementitious Materials. —
1164-72 (2003). 1028-38 (2003).
Gunther Meschke and Stefan Grasberger;
Simultaneous Particle Image Velocimetry and Confinement-Shear Lattice Model for Concrete
129(4), 383-92 (2003).
Laser Doppler Velocimetry Measurements of Damage in Tension and Compression: I. Theory.
Nonlinear Response of Fluid-Filled Membrane in
Periodical Oscillatory Horseshoe Vortex System — Gianluca Cusatis, Zdenek P. Bazant, and
Gravity Waves. — Amal C. Phadke and Kwok near Square Cylinder-Base Plate Juncture. — Luigi Cedolin; 129(12), 1439-48 (2003).
Fai Cheung; 129(7), 739-50 (2003). Chang Lin, Wen-Jiun Lai, and Kuang-An Confinement-Shear Lattice Model for Concrete
Stability of Stiffened Plates with Initial Chang; 129(10), 1173-88 (2003). Damage in Tension and Compression: II. Com-
Imperfections. — P. Alagusundaramoorthy, S. Combined Particle Image Velocimetry/Planar putation and Validation. — Gianluca Cusatis,
Aruljayachandran, and R. Sundaravadivelu; Laser Induced Fluorescence for Integral Model- Zdenek P. Bazant, and Luigi Cedolin; 129(12),
129(7), 751-8 (2003). ing of Buoyant Jets. —Adrian Wing-Keung 1449-58 (2003).
Dynamic Stability of Laminated Composite Law, Hongwei Wang, and Herlina; 129(10), Frames
Curved Panels with Cutouts. —S. K. Sahu and 1189-96 (2003). Asymptotic Matching Analysis of Scaling of Struc-
P. K. Datta; 129(11), 1245-53 (2003). Field Experiment Study of Transient Stratified tural Failure Due to Softening Hinges. I: Theory.
Consistent Finite-Element Response Sensitivity Flow in an Estuary. —Wenrui Huang, W. K. —Zdeneék P. Bazant; 129(6), 641-50 (2003).
Analysis. — J. P. Conte, P. K. Vijalapura, and M. Jones, and Q. Yang; 129(10), 1220-3 (2003). Asymptotic Matching Analysis of Scaling of Struc-
Meghella; 129(12), 1380-93 (2003). tural Failure Due to Softening Hinges. II:
Flow resistance
Second-Order Radiation Boundary Condition for Implications. — Zdenek P. Bazant; 129(6),
Numerical Solution of Fully Developed Flow with
Water Wave Simulation with Large Angle 651-4 (2003).
Vegetative Resistance. —V. S. Neary; 129(5),
Incidence. — Tai-Wen Hsu, Yuan-Jyh Lan, Ting- Elastic Stability and Second-Order Analysis of
558-63 (2003).
Kuei Tsay, and Kuei-Pin Lin; 129(12), 1429-38 Three-Dimensional Frames: Effects of Column
(2003). Flow visualization Orientation. —J. Dario Aristizabal-Ochoa:;
Convection Velocity of Vortex Structures in the 129(11), 1254-67 (2003).
Finite elements
Nonlinear Buckling Simulations of Imperfect Shell Near Wake of a Circular Cylinder. —Chang Lin Frequencs
and Shih-Chun Hsieh; 129(10), 1108-18 (2003). Frequenc. of Functionally Graded Plates with
Domes by Mixed Finite Elements. —Manabu
Simultaneous Particle Image Velocimetry and Three-Dimensional Asymptotic Approach. —J.
Uchiyama and Seishi Yamada; 129(7), 707-14
Laser Doppler Velocimetry Measurements of N. Reddy and Zhen-Qiang Cheng: 129(8),
(2003). Periodical Oscillatory Horseshoe Vortex System 896-900 (2003).
Finite Element Studies of Asphalt Concrete Pave-
near Square Cylinder-Base Plate Juncture. Friction
ment Reinforced with Geogrid. —Hoe I. Ling —Chang Lin, Wen-Jiun Lai, and Kuang-An Energy Release Rate due to Friction at Bimaterial
and Huabei Liu; 129(7), 801-11 (2003). Chang; 129(10), 1173-88 (2003). Interface in Dams. —V. Sujatha and J. M. Chan-
Thermal Postbuckling of Uniform Columns on
Fluid-structure interaction dra Kishen; 129(7), 793-800 (2003).
Elastic Foundation—lIntuitive Solution. —G.
Nonlinear Response of Fluid-Filled Membrane in Shallow Turbulent Flows by Video Imaging
Venkateswara Rao and K. Kanaka Raju;
Gravity Waves. —Amal C. Phadke and Kwok Method. — J.-B. Zhang and V. H. Chu; 129(10),
129(11), 1351-4 (2003).
Fai Cheung; 129(7), 739-50 (2003). 1164-72 (2003).
Floating structures Analytical Solution for Fluid-Structure Interaction Cluster Evolution and Flow-Frictional Characteris-
Non-Gaussian Air Gap Response Models for Float- in Liquid-Filled Pipes Subjected to Impact- tics under Different Sediment Availabilities and
ing Structures. —Bert Sweetman and Steven R. Induced Water Hammer. —Q. S. Li, Ke Yang. Specific Gravity. —A. N. Papanicolaou and A.
Winterstein; 129(3), 302-9 (2003). and Lixiang Zhang; 129(12), 1408-17 (2003). Schuyler; 129(10), 1206-19 (2003).
Florida Flutter Gaussian process
Field Experiment Study of Transient Stratified Aeroelastic Analysis of Bridges: Effects of Turbu- Spectral Approach to Equivalent Statistical Qua-
Flow in an Estuary. —Wenrui Huang, W. K. lence and Aerodynamic Nonlinearities. dratization and Cubicization Methods for Non-
Jones, and Q. Yang; 129(10), 1220-3 (2003). —Xinzhong Chen and Ahsan Kareem; 129(8), linear Oscillators. —Pol D. Spanos, Giuseppe
Failla, and Mario Di Paola; 129(1), 31-42
Flow 885-95 (2003).
(2003).
Investigation of Two- and Three-Dimensional Foundations
Algorithm for Generating Samples of Homoge-
Models of Transitional Flow Past a Square Dynamic Characteristics of Infinite and Finite Rail-
neous Gaussian Fields. —Mircea Grigoriu:
Cylinder. — A. K. Saha, K. Muralidhar, and G. ways to Moving Loads. —Yung-Hsiang Chen 129(1), 43-9 (2003).
Biswas; 129(11), 1320-9 (2003). and Yen-Hui Huang; 129(9), 987-95 (2003). Non-Gaussian Air Gap Response Models for Float-
Flow characteristics Fourier analysis ing Structures. —Bert Sweetman and Steven R.
Cluster Evolution and Flow-Frictional Characteris- Hilbert-Huang Transform Analysis of Dynamic and Winterstein; 129(3), 302-9 (2003).
tics under Different Sediment Availabilities and Earthquake Motion Recordings. —Ray Linear Stochastic Dynamical System under Uncer-
Specific Gravity. —A. N. Papanicolaou and A. Ruichong Zhang, Shuo Ma, Erdal Safak, and tain Lead: Inverse Reliability Analysis.
Schuyler; 129(10), 1206-19 (2003). Stephen Hartzell; 129(8), 861-75 (2003). —Abhijit Sarkar; 129(6), 665-71 (2003).
JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003 / 1505
Geogrids tural Failure Due to Softening Hinges. II: sion Joints of Concrete Bridges. — Sang-Hoon
Finite Element Studies of Asphalt Concrete Pave- Implications. — Zdenék P. Bazant; 129(6), Kim and Masanobu Shinozuka; 129(11),
ment Reinforced with Geogrid. — Hoe I. Ling 651-4 (2003). 1225-34 (2003).
and Huabei Liu; 129(7), 801-11 (2003). Ritz Buckling Analysis of Rectangular Plates with Incipient motion
Geometric nonlinearity Internal Hinge. — Y. Xiang, C. M. Wang, C. Y. Incipient Motion of Bivalve Shells on Sand Beds
Large-Deflection Deformation of Ferromagnetic Wang, and G. H. Su; 129(6), 683-8 (2003). under Flowing Water. — Subhasish Dey; 129(2),
Plates in Magnetic Fields. — Xiaojing Zheng Holes 232-40 (2003).
and Xingzhe Wang; 129(2), 245-8 (2003). Stress Solution of Multiple Elliptic Hole Problem Inelastic action
Nonlinear Error Propagation Analysis for Explicit in Plane Elasticity. — L. Q. Zhang, Z. Q. Yue, Plastic Torsional Buckling of Cruciform Compres-
Pseudodynamic Algorithm. — Shuenn-Yih C. F. Lee, L. G. Tham, and Z. F. Yang; 129(12), sion Members. — Nicos Makris; 129(6), 689-96
Chang; 129(8), 841-50 (2003). 1394-407 (2003). (2003).
Granular materials Honeycomb structures Interactions
Smooth Convex Three-Dimensional Particle for Control of Wave Propagation in Sandwich Plate Interactive Failure of Two Impacting Beams. —
the Discrete-Element Method. — Matthew R. Rows with Periodic Honeycomb Core. — Xiaoqing Teng and Tomasz Wierzbicki; 129(8),
Kuhn; 129(5), 539-47 (2003). Massimo Ruzzene and Panos Tsopelas; 129(9), 918-26 (2003).
Numerical Investigation of Statistical Properties of 975-86 (2003).
Interfaces
Microslips in Silos. — O. Vinogradov and Y. Hong Kong
Substructural Identification Method without Inter-
Leonenko; 129(6), 637-40 (2003). Field Measurement of Ship Waves in Victoria
face Measurement. — C. G Koh and K. Shankar;
Modified Shear Spring Formulation for Discon- Harbor. — Allen T. Chwang and Yuhai Chen;
129(7), 769-76 (2003).
tinuous Deformation Analysis of Particulate 129(10), 1138-48 (2003).
Energy Release Rate due to Friction at Bimaterial
Media. — Catherine O’ Sullivan and Jonathan D. Humidity Interface in Dams. — V. Sujatha and J. M. Chan-
Bray; 129(7), 830-4 (2003). Aging Approach to Water Effect on Alkali—Silica dra Kishen; 129(7), 793-800 (2003).
Heterogeneous Strain and Bonded Granular Struc- Reaction Degradation of — Structures.
Intermediate loads
ture Change in Triaxial Specimen Studied by —Alexander Steffens, Kefei Li, and Olivier
Exact Buckling Solutions For Rectangular Plates
Computer Tomography. —C. S. Chang, T. Mat- Coussy; 129(1), 50-9 (2003).
Under Intermediate and End Uniaxial Loads.
sushima, and X. Lee; 129(11), 1295-307 (2003). Hurricanes
—Y. Xiang, C. M. Wang, and S. Kitipornchai;
Gravel Estimating Uncertainty in the Extreme Value
129(7), 835-8 (2003).
Cluster Evolution and Flow-Frictional Characteris- Analysis of Data Generated by a Hurricane
tics under Different Sediment Availabilities and Simulation Model. —Stuart Coles and Emil Isolation
Specific Gravity. —A. N. Papanicolaou and A. Simiu; 129(11), 1288-94 (2003). Tension Buckling in Multilayer Elastomeric
Schuyler; 129(10), 1206-19 (2003). Hybrid methods Bearings. — James M. Kelly; 129(12), 1363-8
(2003).
Gravity waves Scale Transition in Steel-Concrete Interaction.
Nonlinear Response of Fluid-Filled Membrane in II: Applications. — Roman Lackner and Her- Isotropy
Gravity Waves. —Amal C. Phadke and Kwok bert A. Mang; 129(4), 403-13 (2003). Spline Semidiscretization Analysis for Orthotropic
Fai Cheung; 129(7), 739-50 (2003). Hydrodynamics Plates and Shells. —Chunxiang Li, Weijian Si,
Green’s function Incipient Motion of Bivalve Shells on Sand Beds and Zhenyu Liu; 129(1), 60-70 (2003).
Biparametric Models for Elastic Wedge under Flowing Water. —Subhasish Dey; 129(2), Creep of Polymer Matrix Composites. I: Norton/
Foundation. — Joanna Marzeda, Volodymyr 232-40 (2003). Bailey Creep Law for Transverse Isotropy. —D.
Pauk, and Margaret Wozniak; 129(1), 88-93 Hysteretic systems N. Robinson, W. K. Binienda, and M. B.
(2003). Exact Solution for Dynamic Response of Multi- Ruggles; 129(3), 310-7 (2003).
Considerations of Multimode Structural Response Degree-of-Freedom Bilinear Hysteretic Creep of Polymer Matrix Composites. II:
for Near-Field Earthquakes. —Ching-Tung Systems. — J. L. Liu; 129(11), 1342-50 (2003). Monkman-Grant Failure Relationship for Trans-
Huang; 129(4), 458-67 (2003). Imaging techniques verse Isotropy. —W. K. Binienda, D. N. Rob-
Ground motion Particle Image Velocimetry System with Self- inson, and M. B. Ruggles; 129(3), 318-23
Hilbert-Huang Transform Analysis of Dynamic and Organized Feature Map Algorithm. —Yuhai (2003).
Earthquake Motion Recordings. —Ray Chen and Allen T. Chwang; 129(10), 1156-63 Jet grouting
Ruichong Zhang, Shuo Ma, Erdal Safak, and (2003). Thermochemomechanical Assessment of Ground
Stephen Hartzell; 129(8), 861-75 (2003). Shallow Turbulent Flows by Video Imaging Improvement by Jet Grouting in Tunneling.
Half space Method. — J.-B. Zhang and V. H. Chu; 129(10), —Christian Pichler, Roman Lackner, Yvonne
Forced Vertical Vibration of Circular Plate in Mul- 1164-72 (2003). Spira, and Herbert A. Mang; 129(8), 951-62
tilayered Poroelastic Medium. —Teerapong Simultaneous Particle Image Velocimetry and (2003).
Senjuntichai and Yasothorn Sapsathiarn; Laser Doppler Velocimetry Measurements of Jets
129(11), 1330-41 (2003). Periodical Oscillatory Horseshoe Vortex System Stability of Periodically Unsteady Axisymmetric
Heating near Square Cylinder-Base Plate Juncture. Jet. — M. D. Carrara and M. R. Hajj; 129(5),
Decontamination of Radionuclides from Concrete —Chang Lin, Wen-Jiun Lai, and Kuang-An 578-80 (2003).
by Microwave Heating. I: Theory. —Zdenek P. Chang; 129(10), 1173-88 (2003). Shallow Turbulent Flows by Video imaging
Bazant and Goangseup Zi; 129(7), 777-84 Combined Particle Image Velocimetry/Planar Method. — J.-B. Zhang and V. H. Chu; 129(10),
(2003). Laser Induced Fluorescence for Integral Model- 1164-72 (2003).
Decontamination of Radionuclides from Concrete ing of Buoyant Jets. —Adrian Wing-Keung Joints
by Microwave Heating. II: Computations. Law, Hongwei Wang, and Herlina; 129(10), Dynamic Bending Strains in Planar Trusses with
—Goangseup Zi and Zdenék P. Bazant; 129(7), 1189-96 (2003). Pinned or Rigid Joints. —Y.-H. Pao and G. Sun;
785-92 (2003). Impact 129(3), 324-32 (2003).
Hinges Interactive Failure of Two Impacting Beams. Kinematics
Vibration of Timoshenko Beams with Internal —Xiaoging Teng and Tomasz Wierzbicki: “Biaxiality Effect’ on the Energy Dissipated by
Hinge. — Y. Y. Lee, C. M. Wang, and S. 129(8), 918-26 (2003). Elastoplastic Base-Isolators. —Mauro Sassu;
Kitipornchai; 129(3), 293-301 (2003). Perforation Thickness and Ballistic Limit of Con- 129(6), 607-12 (2003).
Asymptotic Matching Analysis of Scaling of Struc- crete Target Subjected to Rigid Projectile Heterogeneous Strain and Bonded Granular Struc-
tural Failure Due to Softening Hinges. I: Theory. Impact. — Q. M. Li and D. J. Tong; 129(9), ture Change in Triaxial Specimen Studied by
—Zdenék P. Bazant: 129(6), 641-50 (2003). 1083-91 (2003). Computer Tomography. —C. S. Chang, T. Mat-
Asymptotic Matching Analysis of Scaling of Struc- Effects of Seismically Induced Pounding at Expan- sushima, and X. Lee; 129(11), 1295-307 (2003).
1506 / JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003
Kinetics Maps Methodology
Characteristics of Hyperconcentrated Sediment- Particle Image Velocimetry System with Self- First- and Higher-Order Correlation Detection
Laden Flows. — Jinren Ni, Xiangjiang Huang, Organized Feature Map Algorithm. — Yuhai Using Wavelet Transforms. — K. Gurley, T.
and Alistair G. L. Borthwick; 129(12), 1489-93 Chen and Allen T. Chwang; 129(10), 1156-63 Kijewski, and A. Kareem; 129(2), 188-201
(2003). (2003). (2003).
Laboratory tests Markov chains Wavelet-Galerkin Method for Free Vibrations of
Particle Image Velocimetry Measurements within a Subset Simulation and its Application to Seismic Elastic Cable. — M. AL-Qassab and S. Nair:
Laboratory-Generated Swash Zone. — Edwin Risk Based on Dynamic Analysis. — S. K. Au 129(3), 350-7 (2003).
A. Cowen, In Mei Sou, Philip L.-F. Liu, and Britt and J. L. Beck; 129(8), 901-17 (2003). Thermochemomechanical Assessment of Ground
Raubenheimer; 129(10), 1119-29 (2003). Material properties Improvement by Jet Grouting in Tunneling. —
Laboratory Measurements of Void Fraction and Frequency of Functionally Graded Plates with Christian Pichler, Roman Lackner, Yvonne
Turbulence in the Bore Region of Surf Zone Three-Dimensional Asymptotic Approach. — J. Spira, and Herbert A. Mang; 129(8), 951-62
(2003).
Waves. — Daniel T. Cox and Sungwon Shin; N. Reddy and Zhen-Qiang Cheng; 129(8),
Analysis of Heterogeneous Composites Based on
129(10), 1197-205 (2003). 896-900 (2003).
Moving-Window Techniques. — L. L. Graham-
Laminar flow Analysis of Heterogeneous Composites Based on
Brady, E. F. Siragy, and S. C. Baxter; 129(9),
Laminar Water Wave and Current Passing Over Po- Moving-Window Techniques. — L. L. Graham-
1054-64 (2003).
rous Bed. — Ping-cheng Hsieh, Hsi-heng Dai, Brady, E. F. Siragy, and S. C. Baxter; 129(9),
Micromechanics
and Liang-hsiung Huang: 129(6), 655-64 1054-64 (2003).
Micromechanical Modeling of Filament Wound
(2003). Materials tests Cement-Based Composites. — B. Mobasher:
Laminates Confinement-Shear Lattice Model for Concrete 129(4), 373-82 (2003).
Imperfection Sensitivity of Laminated Cylindrical Damage in Tension and Compression: II. Com-
Microscopy
Shells According to Different Shell Theories. — putation and Validation. — Gianluca Cusatis,
Characteristics of Hyperconcentrated Sediment-
Izhak Sheinman and Yiska Goldfeld; 129(9), Zdenék P. Bazant, and Luigi Cedolin; 129(12),
Laden Flows. —Jinren Ni, Xiangjiang Huang,
1048-53 (2003) 1449-58 (2003). and Alistair G. L. Borthwick; 129(12), 1489-93
Lattices Mathematical models (2003).
Confinement-Shear Lattice Model for Concrete Refined Solutions of Externally Induced Sloshing Microstructure
Damage in Tension and Compression: I. Theory. in Half-Full Spherical Containers. —S. Pa- Smooth Convex Three-Dimensional Particle for
—Gianluca Cusatis, Zdenek P. Bazant, and paspyrou, D. Valougeorgis, and S. A. the Discrete-Element Method. —Matthew R.
Luigi Cedolin: 129(12), 1439-48 (2003). Karamanos; 129(12), 1369-79 (2003). Kuhn; 129(5), 539-47 (2003).
Layered systems Matrix methods Confinement-Shear Lattice Model for Concrete
Forced Vertical Vibration of Circular Plate in Mul- Matrix Analysis of Shear Lag and Shear Deforma- Damage in Tension and Compression: I. Theory.
tilayered Poroelastic Medium. —Teerapong tion in Thin-Walled Box Beams. —Yaping Wu, —Gianluca Cusatis, Zdenek P. Bazant, and
Senjuntichai and Yasothorn Sapsathiarn; Shizhong Liu, Yuanlin Zhu, and Yuanming Lai; Luigi Cedolin; 129(12), 1439-48 (2003).
129(11), 1330-41 (2003). 129(8), 944-50 (2003). Confinement-Shear Lattice Model for Concrete
Linear programming Measurement Damage in Tension and Compression: II. Com-
Bounds on System Reliability by Linear Damage Detection based on Single-Input-Single- putation and Validation. —Gianluca Cusatis,
Programming. — Junho Song and Armen Der Output Measurements. —P. J. Fanning and E. P. Zdenék P. Bazant, and Luigi Cedolin; 129(12),
Kiureghian; 129(6), 627-36 (2003). Carden; 129(2), 202-9 (2003). 1449-58 (2003).
Linear systems Substructural Identification Method without Inter- Characterization of Cement-Based Materials Using
State Space Formulation for Linear Viscoelastic face Measurement. —C. G Koh and K. Shankar; Diffuse Ultrasound. —Jens Becker, Laurence J.
Dynamic Systems with Memory. —A. Palmeri, 129(7), 769-76 (2003). Jacobs, and Jianmin Qu; 129(12), 1478-84
F. Ricciardelli, A. De Luca, and G. Muscolino; Laboratory Measurements of Void Fraction and (2003).
129(7), 715-24 (2003). Turbulence in the Bore Region of Surf Zone Microwaves
Waves. — Daniel T. Cox and Sungwon Shin; Decontamination of Radionuclides from Concrete
Loads
129(10), 1197-205 (2003). by Microwave Heating. I: Theory. —Zdenek P.
Dynamic Behavior of Orthotropic Rectangular
Bazant and Goangseup Zi; 129(7), 777-84
Plates under Moving Loads. —X. Q. Zhu and S. Measuring instruments
(2003).
S. Law; 129(1), 79-87 (2003). Laser-Induced Fluorescence Measurements of a Decontamination of Radionuclides from Concrete
Effect of Base Fixity on Buckling of Heavy Col- Turbulent Plume. —D. R. Webster, S. Rahman, by Microwave Heating. II: Computations.
umn with End Load. —C. Y. Wang; 129(1), and L. P. Dasi; 129(10), 1130-7 (2003). —Goangseup Zi and Zdenek P. Bazant: 129(7),
117-9 (2003). Mechanical properties 785-92 (2003).
Linear Stochastic Dynamical System under Uncer- Constructing Second-Order Models of Mechanical
Model analysis
tain Load: Inverse Reliability Analysis. Systems from Identified State Space Realiza-
Dynamic Behavior of Orthotropic Rectangular
—Abhijit Sarkar; 129(6), 665-71 (2003). tions. Part I: Theoretical Discussions. —Hilmi
Plates under Moving Loads. —X. Q. Zhu and S.
Dynamic Characteristics of Infinite and Finite Rail- Lus, Maurizio De Angelis, Raimondo Betti, and
S. Law; 129(1), 79-87 (2003).
ways to Moving Loads. —Yung-Hsiang Chen Richard W. Longman; 129(5), 477-88 (2003).
Potential for Structural Failure in the Seismic Near
and Yen-Hui Huang: 129(9), 987-95 (2003). Constructing Second-Order Models of Mechanical
Field. —Matthew W. Roberts and Loren D.
Elastic Stability and Second-Order Analysis of Systems from Identified State Space Realiza- Lutes; 129(8), 927-34 (2003).
Three-Dimensional Frames: Effects of Column tions. Part II: Numerical Investigations. —Hilmi
Models
Orientation. —J. Dario Aristizabal-Ochoa; Lus, Maurizio De Angelis, Raimondo Betti, and
Biparametric Models for Elastic Wedge
129(11), 1254-67 (2003). Richard W. Longman; 129(5), 489-501 (2003).
Foundation. — Joanna Marzeda, Volodymyr
Localization Membrane Pauk, and Margaret Wozniak; 129(1), 88-93
Constitutive Model for Concrete with Embedded Nonlinear Response of Fluid-Filled Membrane in (2003).
Sets of Reinforcement. —S. Pietruszczak and A. Gravity Waves. —Amal C. Phadke and Kwok Non-Gaussian Air Gap Response Models for Float-
Winnicki; 129(7), 725-38 (2003). Fai Cheung; 129(7), 739-50 (2003). ing Structures. —Bert Sweetman and Steven R.
Magnetic fields Metals Winterstein; 129(3), 302-9 (2003).
Large-Deflection Deformation of Ferromagnetic Analytical Prediction of Fatigue Crack Propagation Experiments on a Full-Scale Building Model using
Plates in Magnetic Fields. —Xiaojing Zheng in Metals. —D. V. Ramsamooj; 129(6), 672-82 Modified Sliding Mode Control. —Jong-Cheng
and Xingzhe Wang; 129(2), 245-8 (2003). (2003). Wu; 129(4), 363-72 (2003).
JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003 / 1507
Constructing Second-Order Models of Mechanical Nonlinear systems Confinement-Shear Lattice Model for Concrete
Systems from Identified State Space Realiza- Updating Properties of Nonlinear Dynamical Sys- Damage in Tension and Compression: II. Com-
tions. Part I: Theoretical Discussions. — Hilmi tems with Uncertain Input. — Ka-Veng Yuen putation and Validation. — Gianluca Cusatis,
Lus, Maurizio De Angelis, Raimondo Betti, and and James L. Beck; 129(1), 9-20 (2003). Zdenék P. Bazant, and Luigi Cedolin; 129(12),
Richard W. Longman; 129(5), 477-88 (2003). Spectral Approach to Equivalent Statistical Qua- 1449-58 (2003).
Constructing Second-Order Models of Mechanical dratization and Cubicization Methods for Non- Particle full velocity
Systems from Identified State Space Realiza- linear Oscillators. — Pol D. Spanos, Giuseppe Characteristics of Hyperconcentrated Sediment-
tions. Part II: Numerical Investigations. — Failla, and Mario Di Paola; 129(1), 31-42 Laden Flows. — Jinren Ni, Xiangjiang Huang,
Hilmi Lus, Maurizio De Angelis, Raimondo (2003). and Alistair G. L. Borthwick; 129(12), 1489-93
Betti, and Richard W. Longman; 129(5), Numerical analysis (2003).
489-501 (2003). Constructing Second-Order Models of Mechanical
Particle interactions
Analytical Prediction of Fatigue Crack Propagation Systems from Identified State Space Realiza-
Confinement-Shear Lattice Model for Concrete
in Metals. — D. V. Ramsamooj; 129(6), 672-82 tions. Part II: Numerical Investigations. — Damage in Tension and Compression: I. Theory.
(2003). Hilmi Lus, Maurizio De Angelis, Raimondo — Gianluca Cusatis, Zdenék P. Bazant, and
Computational Analysis of Quality Reduction dur- Betti, and Richard W. Longman; 129(5), Luigi Cedolin; 129(12), 1439-48 (2003).
ing Drying of Lumber due to Irrecoverable De- 489-501 (2003). Confinement-Shear Lattice Model for Concrete
formation. I: Orthotropic — Viscoelastic- Numerical Evaluation of Uniform Beam Modes. — Damage in Tension and Compression: II. Com-
Mechanosorptive-Plastic Material Model for the Yu Tang; 129(12), 1475-7 (2003). putation and Validation. — Gianluca Cusatis,
Transverse Plane of Wood. — Antti Hanhijarvi Numerical models Zdenek P. Bazant, and Luigi Cedolin; 129(12),
and Peter Mackenzie-Helnwein; 129(9), Numerical Modeling of Coupled Hygromechanical 1449-58 (2003).
996-1005 (2003). Degradation of Cementitious Materials. —
Particulate media
Fracture Model for Flexural Failure of Beams Ret- Gunther Meschke and Stefan Grasberger;
Modified Shear Spring Formulation for Discon-
rofitted with CARDIFRC. —Farshid Jandaghi 129(4), 383-92 (2003).
tinuous Deformation Analysis of Particulate
Alaee and Bhushan Lal Karihaloo; 129(9), One-dimensional flow
Media. — Catherine O’ Sullivan and Jonathan D.
1028-38 (2003). Overfall in U-Shaped Channels. —Subhasish Dey;
Bray; 129(7), 830-4 (2003).
Dynamics of a Class of Horizontal Setback 129(3), 358-62 (2003).
Penetration; Perforating
Buildings. — Sudhir K. Jain and Chandrashek- Open channels
Perforation Thickness and Ballistic Limit of Con-
har K. Jain; 129(9), 1092-103 (2003). Overfall in U-Shaped Channels. —Subhasish Dey;
crete Target Subjected to Rigid Projectile
Creep Analysis of Axially Loaded Fiber Reinforced 129(3), 358-62 (2003).
Impact. — Q. M. Li and D. J. Tong; 129(9),
Polymer-Confined Concrete Columns. Orthotropism
1083-91 (2003).
—Wassim Naguib and Amir Mirmiran; 129(11), Spline Semidiscretization Analysis for Orthotropic
1308-19 (2003). Plates and Shells. —Chunxiang Li, Weijian Si, Perturbation
Motion and Zhenyu Liu; 129(1), 60-70 (2003). Dean Equations Extended to a Rotating Helical
Pipe Flow. —Jinsuo Zhang and Benzhao Zhang;
Elasticity of Space-Time: Basis of Newton’s 2nd Oscillations
129(7), 823-9 (2003).
Law of Motion. —Kirk C. Valanis; 129(9), Control of Wind-Induced Self-Excited Oscillations
Modal Perturbation Method and its Applications in
1039-47 (2003). by Transfer of Internal Energy to Higher Modes
Natural frequency of Vibration. I: Analysis in Two Degrees of Structural Systems. —Menglin Lou and Genda
Chen; 129(8), 935-43 (2003).
Vibration of Thick and Thin Plates Using a New Freedom. — Thomas Le Diouron, Yozo Fujino,
Triangular Element. —A. H. Sheikh, P. Dey, and and Masato Abe; 129(5), 514-25 (2003). Piers
D. Sengupta; 129(11), 1235-44 (2003). Control of Wind-Induced Self-Excited Oscillations Measurements of Water Surface Profile and Veloc-
Vibratory Characteristics of Timoshenko Beams by Transfer of Internal Energy to Higher Modes ity Field at a Circular Pier. —Kent R. Johnson
of Vibration. II: Application to Taut Cables. and Francis C. K. Ting; 129(5), 502-13 (2003).
with Arbitrary Number of Cracks. —Q. S. Li;
129(11), 1355-9 (2003). —Thomas Le Diouron, Yozo Fujino, and Ma- Pipe flow
sato Abe; 129(5), 526-38 (2003). Dean Equations Extended to a Rotating Helical
Neural networks
Experimental Study of a Horizontal Jet in a Wavy Pipe Flow. —Jinsuo Zhang and Benzhao Zhang;
Particle Image Velocimetry System with Self-
Environment. —Nobuhito Mori and Kuang-An 129(7), 823-9 (2003).
Organized Feature Map Algorithm. —Yuhai
Chang; 129(10), 1149-55 (2003). Analytical Solution for Fluid-Structure Interaction
Chen and Allen T. Chwang: 129(10), 1156-63
Oscillators in Liquid-Filled Pipes Subjected to Impact-
(2003).
Spectral Approach to Equivalent Statistical Qua- Induced Water Hammer. —Q. S. Li, Ke Yang,
Nondestructive tests dratization and Cubicization Methods for Non- and Lixiang Zhang; 129(12), 1408-17 (2003).
Damage Detection in Concrete by Fourier and linear Oscillators. —Pol D. Spanos, Giuseppe Plasticity
Wavelet Analyses. —Hani Melhem and Han- Failla, and Mario Di Paola; 129(1), 31-42 Rate-Dependent Hyperplasticity with Internal
sang Kim; 129(5), 571-7 (2003). (2003). Functions. — A. M. Puzrin and G. T. Houlsby;
Nonlinear analysis Panels 129(3), 252-63 (2003).
Nonlinear Creep Damage Model for Concrete Wave Propagation in Orthogonally Supported Peri- Inelastic Cyclic Model for Steel Braces. —Jun Jin
under Uniaxial Compression. —Claudio Maz- odic Curved Panels. —Chitaranjan Pany, S. and Sherif El-Tawil; 129(5), 548-57 (2003).
zotti and Marco Savoia; 129(9), 1065-75 (2003). Parthan, and M. Mukhopadhyay; 129(3), 342-9 “Biaxiality Effect’ on the Energy Dissipaied by
Confinement-Shear Lattice Model for Concrete (2003). Elastoplastic Base-Isolators. —Mauro Sassu;
Damage in Tension and Compression: I. Theory. Postbuckling of Pressure-Loaded Functionally 129(6), 607-12 (2003).
—Gianluca Cusatis, Zdenék P. Bazant, and Graded Cylindrical Panels in Thermal Constitutive Model for Concrete with Embedded
Luigi Cedolin; 129(12), 1439-48 (2003). Environments. — Hui-Shen Shen and Andrew Y. Sets of Reinforcement. —S. Pietruszezak and A.
Confinement-Shear Lattice Model for Concrete T. Leung; 129(4), 414-25 (2003). Winnicki; 129(7), 725-38 (2003).
Damage in Tension and Compression: II. Com- Dynamic Stability of Laminated Composite Finite Element Studies of Asphalt Concrete Pave-
putation and Validation. —Gianluca Cusatis, Curved Panels with Cutouts. —S. K. Sahu and ment Reinforced with Geogrid. —Hoe I. Ling
Zdenek P. Bazant, and Luigi Cedolin; 129(12), P. K. Datta; 129(11), 1245-53 (2003). and Huabei Liu; 129(7), 801-11 (2003).
1449-58 (2003). Particle distribution Pressure-Level Dependency and Densification Be-
Nonlinear response Confinement-Shear Lattice Model for Concrete havior of Sand Through Generalized Plasticity
Nonlinear Response of Fluid-Filled Membrane in Damage in Tension and Compression: I. Theory. Model. — Hoe I. Ling and Huabei Liu; 129(8),
Gravity Waves. —Amal C. Phadke and Kwok —Gianluca Cusatis, Zdenék P. Bazant, and 851-60 (2003).
Fai Cheung; 129(7), 739-50 (2003). Luigi Cedolin; 129(12), 1439-48 (2003). Consistent Finite-Element Response Sensitivity
1508 / JOURNAL OF ENGINEERING MECHANICS © ASCE / DECEMBER 2003