Journal of Engineering Mechanics 1991: Vol 117 Index

45 Pages·1991·11.3 MB·English

SUBJECT INDEX
SUBJECT INDEX
Accelerometer tests Alloys
Dynamic Response of Shallow-Buried Cylindrical Micromechanism Approach to Model Creep Fa-
Structures, H. L. Chen, S. P. Shah and L. M tigue Interaction in Lead-Tin Alloy, M. P.
Keer, EM Jan. 90, p152-171. Robert, A. Zubelewicz and L. M. Keer, EM
Mar. 9i, p707-711.
Acoustic measurement Skape-Memory ng as New Materials for
Characterization of Acoustic Emission Signals Aseismic Isolation, J. Graesser and F. A.
from Mode I Crack, Laurence J. Jacobs, EM Cozzarelli, EM Nov. of¥ 2200-2608.
Aug. 91, p1878-1889.
Alluvial channels
Damage Assessment in Concrete Using Quantita-
tive Acoustic Emission, Chengsheng Ouyang, Modeling Alluvial-Channel Flow b Multimode
Eric Landis and Surendra P. Shah, EM Nov. Characteristics Method, Chintu i, EM Jan.
91, p2681-2698. 91, p32-53.
Alluvial valleys
Acoustic waves Unified Symmetric BEM-FEM for Site Effects on
Characterization of Acoustic Emission Signals Ground Motion—SH Waves, Jacobo Bielak,
from Mode I Crack, Laurence J. Jacobs, EM Richard C. MacCamy, David S. McGhee and
Aug. 91, p1878-1889. Ahmadou Barry, EM Oct. 91, p2265-2285:
Acoustics Analog models
Damage Assessment in Concrete Using Quantita- Analog-Beam Method for Determining Shear-Lag
tive Acoustic Emission, Chengsheng Ouyang, i Atle Gjelsvik, EM July 91, p1575-
Eric Landis and Surendra P. Shah, EM Nov.
91, p2681-2698.
Analogs
Active control Plate Analogy for the Torsion Problem, Erling
Active Control and Seismic Isolation, Jun-Ping Murtha-Smith, EM Jan. 90, p1-17.
+ Ee James M. Kelly, EM Oct. 91, p2221- Analysis
Analytic Solution for amic Loading on Half-
Aseismic Hybrid Control Sere for Building Space Medium, Gin-Show Liou, George C. Lee
Structures, J. N. Yang, A. Danielians and S. C. and Robert L. Ketter, EM July 91, p1485-1494.
Liu, EM Apr. 91, p836-853. Nyshelenenas Analysis of Elastoplastic + nee
Structural Control Including Soil-Structure Inter- W. A. M. Alwis, EM Dec. 91, p2804-2814.
action Effects, H. L. Wong and J. E. Luco, EM Stochastic Dynamic Response to Nonlinear
Oct. 91, p2237-2250. Wave Loading: Fourth-Moment Analysis, Sau-
Time-Delay Compensation in Active Damping of Lon James Hu, EM Jan. 90, p107-124.
Stuctures, Mohamed Abdel-Mooty and John
Roorda, EM Nov. 91, p2549-2570. Analytical techniques
Load Transfer Mechanisms in Wind-Loaded Cyl-
Adhesive bonding inders, David A. Pecknold, EM Nov. 89,
Analysis of Adhesive-Bonded Joints = p2353-2367.
Nonidentical Adherends, Shun Ch ~~ Anisotropic plates
Chen and Yupu Shi, EM Mar. 91, p605-62 Buckling of Anisotropic Composite Plates under
Stress Gradient, Mahesh D. Pandey and Ar-
Aerodynamic forces chibald N. Sherbourne, EM Feb. 91, 5260-275.
Turbulence Effect on Mutual Interference of Tall
ee Yoshihito Taniike, EM Mar. 91,
p443-456. Metehmome Green’s Functions of Orthotropic
— Plane, R. K. N. D. Rajapakse and Y
Aerodynamics Wang, EM Mar. 91, p588-604.
Response of Hemispherical, Air-Supported Approximation methods
Structures to Wind, Magdy Kassem and Milos
Novak, EM Aug. 91, p1718-1737. Buckling of Anisotropic Composite Plates under
Stress Gradient, Mahesh D. Pandey and Ar-
Air supported structures chibald N. Sherbourne, EM Feb. 91, p260-275.
Response of ey Air-Supported Nonlinear Impact and Chaotic Response of Slen-
Structures to Wind, M. dy Kassem and Milos der Rocking Objects, Solomon C. S. Yim and
Novak, EM Aug. 91, p1718-1737. Huan Lin, EM Sept. 91, p2079-2100.
Second-Order _ Reliability | Approximations,
Algorithms Armen Der Kiureghian, Hong ot Lin and
Improved Quasi-Newton Methods for Large Shyh-Jiann Hwang, EM Aug. 87, p1208-1225.
Nonlinear Problems, Manolis Papadrakakis gay of a Clamped-' et Beam Column,
— vem Balopoulos, EM June 91, p1201- X. Zhao, W. Y. Lu and T.R . Tauchert, EM
Nov. 91, p2722-2727.
1991 ANNUAL INDEX
Arches Base Isolation Benefits of 3-D Rocking and Up-
Buckling Behavior of Elastic Circular Arches, lift. I: Theory, Aik-Siong Koh and Chin-Min
Samih ish and Aimin Haddadin, EM Nov. Hsiung, EM Jan. 91, p1-18.
91, p2659-2680. Base Isolation Benefits of 3-D Rocking and Up-
uations of Curved Beams, Sundaramoorthy lift. II: Numerical Example, yee Koh and
and S. Padmanabhan, EM May Chin-Min Hsiung, EM Jan. 9, p19-31.
89, p1094-1111.
Beam columns
General in Nfaorh e a) of Thin, Shallow
Arches of Any Shape icks, EM Feb. 91, Beam-Column Element on Weak Winkler Foun-
p225-240. dation, A. Ghani Razaqpur, EM Aug. 89,
p1798-1817
Artificial intelligence Reliability-Based Design of Imperfection-
yo Modeling of Material Sitios Sensitive Structures, G. V. Palassopoulos, EM
Ghaboussi, J. H. June 91, p1220-1240.
Garrett, Jr. and XW. u EM Jan. 91, p132- 153. Snap-Through of a Clamped-Free Beam Column,
Asymmetric structures X. o, W. Y. Lu and T. R. Tauchert, EM
Nov. 91, p2722-2727.
Bending of No metric Sandwich Some with
Transversely Flexible Core,Y . Frostig, M. Bar- Beams
uch, O. Vilnay and I. Sheinman, EM Sept. 91,
p1931- 1952. Analog-Beam Method for Determining Shear-Lag
a Atle Gjelsvik, EM July 91, p1575-
Asymptotic series
Probability Aogeeninnstions by Likelihood Bending of Nonsymmetric Sandwich Beams with
MaximizationKa,r l Breitung, E Mar. 91, Transversely Flexible Core, Y. Frostig, M. x1
p457-477. uch, O. Vilnay and I. Sheinman, EM Sept.
p1931- 1952.
Attenuation
Boundary Element Formulation for Random Vi-
Extended Split-Hopkinson Bar Analysis for At- bration Problems, P. D. Spanos and R.
tenuating Materials, ConradW . Felice, Edward Ghanem, EM Feb. 91, p409-423.
S. and Joseph A. Brown, EM May 91,
pl119-1135. Deflection and Stability of Elastically Restrained
Nonuniform Beam, Sen Young Lee and Yee
Auto-regressive models Hsiung Kuo, EM Mar. 91, p674-692.
Adaptive Identification of Autoregressive Proc- Flexible Beam and Frame Elements Under Non-
esses, Masaru Hoshiya and Osamu Maruyama, white and Nonzero Mean Loads, Charles C. T.
EM July 91, p1442-1454, Chen and Henry T. Y. Yang, EM June 91,
a 4 AR Repeentetions of Ocean Spectra, p1346-1364
R. Med and Carlos R. Sdnchez- Fuzzy Behavior of Beams on Winkler Founda-
a EM Dec. 91, p2926-2930. = T. L. Murlidharan, EM Sept. 91, p1953-
Axial compression
Innovative Prestressing with FRP Sheets: Me-
Effect of Axial Compressibili on Buckling of chanics of Short-Term Behavior, Thanasis C.
_— Charles W. Bert, E Mar. 90, p/28- Triantafillou and Nikola Deskovic, EM July
91, p1652-1672.
Axial forces New Theory on Buckling of Curved Beams,
Buckling of Columns with Overhang, C. M. Shyh-Rong Kuo and Yeong-Bin Yang, EM
bg and K. M. Liew, EM Nov. 91, p2492- Aug. 91, p1698-1717.
Optimal Design of Elastic Beams for Moving
a, Robert H. Bryant, EM Jan. 91, p154-
Banding
Orientation of Shear Bands in Frictional Soils, J. Post-Yield Analysis of Rigid-Plastic Beams with
P. Bardet, EM July 91, p1466-1485. Variable Restraints, Francis Tin-Loi, EM Jan.
Bars 91, p54-69.
Effect of Axial Com a Bosning of Prediction of Size-Dependent Maximum Loads
Sam, Charles Bert, EM Mar. 90, 28- of Concrete Beams, Robert Y. Liang and
Yuan-Neng Li, EM May 91, p1059-1069.
Random Vibration of Flexible, Uncertain Beam
Base isolation Element, C. C. Chang and Henry T. Y. Yang,
Active Control and Seismic Isolation, Jun-Ping EM Oct. 91, p2329-2350.
+ James M. Kelly, EM Oct. 91, p2221- Torsion of Box Girders with Deformable Cross
Sections, Lando Mentrasti, EM Oct. 91,
Analysisp ,oofF Satine stp Shaved, Base Isolator p2179-2200.
with ElastomerB mpression, Michel S.
Chalhoub and James M. Kelly, EM Aug. 91, Bearings
p1791-1805. Analysis of Infinite-Strip-Shaped Base Isolator
Aseismic Hybrid Control S tems for Xs with Elastomer Bulk Compression, Michel S.
Structures, J. N. Y £3 ielians and S. Chalhoub and James M. Kelly, EM Aug. 91,
Liu, EM Apr. 91, p83 p1791-1805.
SUBJECT INDEX BRITTLENESS
Boundary Element-Transfer Matrix Method for
—. Between Bending of Plates and Torsion Plated Structures, Mitao Ohga, Tsunemi Shi-
lem, Hans Irschik, EM Nov. 91, p2503- gematsu and Takashi Hara, EM Nov. 91,
p2509-2526.
Prono Element Solution for Plates of Variable Elastodynamic Green’s Functions of angen
Thickness, E. J. Sapountzakis and J. T. Katsi- Half Plane, R. K. N. D. Rajapakse and Y.
kadelis, EM June 91, p1241-1256. Wang, EM Mar. 91, p588-604.
Load Transfer Mechanisms in Wind-Loaded Integral Equation for Dynamic Poroelasticity in
inders, _— A. Pecknold, EM Nov. 89, Frequency Domain with BEM Solution, Alex-
p2353-2367 ander H. -D. Cheng, Taoreed Badmus and
Dimitri E. Beskos, EM May 91, p1 136-1157.
Stability of inelastic Tubes one Bnet |P res-
sure and Bending, Spyros Karamanos and Si ar Int %: in Variationally Cond
John L. Tassoulas, EM Dec. un 72845-2861. BE Method,T ytschko and Y. Y.L i
EM Apr. 91, p820-835
owe — Analysis by Dine ‘E ey peaied.
Anandarajah and N. M Sept. 91, Study of Size Effect in Concrete Usi Fictitious
p31S6 2163. Crack Model, Robert Y. Liang and uan-Neng
Li, EM July 91, p1631-1651.
Upper aang to Mechanical Power Transmission
n Wire Rope, Raymond A. LeClair, Unified Symmetric BEM-FEM for Site Effects on
EM Sept.8 9, p2011-2019. Ground Motion—SH Waves, Jacobo Bielak,
Richard C. MacCamy, David S. McGhee and
Benefit cost analysis Ahmadou Barry, EM Oct. 91, p2265-2285.
Probabilistic Methods for Maintenance, Walter Boundary layer
O. Wunderlich, EM Sept. 91, p2065-2078. Forced Vertical Vibration of Rigid Discs with Ar-
ya Embedment, Ronald Y. S. Pak and
Biaxial bending AlainT .G obert, EM Nov. 91, p2527-2548.
—¥- «S urface Model for C a Biaxial hase
ing of RC Sections, Manolis Sfaki: Bounding surface
A eee N. Fardis, EM De. 91, wae. Bounding Surface Model for Cyclic Biaxial Bend-
ing of RC ions, Manolis akianakis
RC Column Model for Inelastic Seismic Re- — N. Fardis, EM Dec. 91, p2748-
sponse Analysis in 3D, Manolis G. Sfakianakis
“ Michael N. Fardis, EM Dec. 91, p2770- Bracing
Finite Strip Method for Analysis of Cold-Formed
Purlins, Dimos Polyzois and Lloyd J. Guillory,
Microcrack Propagation Stud x. Concrete Jr., EM Jan. 91, p184-204.
Under Compression, Eiki chi and Nonlinear SDOF Element for Hysteretic Analysis
Wai-Fah Chen, EM Mar. 91, 7653-6 3. of Pinned Braces, Medhat K. Boutros, EM May
91, p941-953.
Boundaries
Bridge decks
Contribution of Gaussian Curvature to Strain
Energy of Plates, Cheng Zhu and Frank L. Di- Composite Plates of Concrete Slabs and Steel
Maggio, EM July 89, p1434-1440. Plates, Koichi Sato, EM Dec. 91, p2788-2803.
ee Local Absorbing Boundaries in Time Structural Element Stiffness Identification from
and Loukas F. ivokas, Jacobo — Test Data, Masoud Sanayei and Stephen
Bielak aanndd Richard C. MacCamy, EM Sept. 91, F. Scampoli, EM May 91, p1021-1036.
p2027-2048. Bridges
Upper Bound to Mechanical Power Transmission Torsion of Box Girders with Deformable Cross
Losses in Wire Rope, Raymond A. LeClair, Sections, Lando Mentrasti, EM Oct. 91,
EM Sept. 89, p2011-2019. p2179-2200.
Boundary conditions Bridges, arch
3-D Elastic Analysis of Three-Pile Ca Krish- a Behavior of Elastic Circular Arches,
na Iyer andC . Sam, EM Dec. 91, p 360-:2 883. Mare and Aimin Haddadin, EM Nov.
Granular Flows: cues Conditions for Slight- S91r, n2630. 680.
ply3d e2-3x Walls, G. C. Pasquarell, EM Feb. 91, Bridges, cable-stayed
Importance of Cable Vibration in Dynamics of
Numerical Experiments on Downstream Bounda- able-Stayed Bridges, Ahmed . Abdel-
y of Flow Past Cylinder, T. E. Tezduyar and Ghaffar and Magdi A. Khalifa, EM Nov. 91,
. Shih, EM Apr. 91, p854-871. p2571-2589.
Boundary element method Brittleness
Boundary Element wengetaten |f or Kandom Vi- Micromechanical Damage Models = Brittle Sol-
bration Problems, P. apenas and R. ids. Part I: Tensile Loadings, J. W. Ju and X.
Ghanem, EM Feb. 91, “A09-442 Lee, EM July 91, p1495-1514.
Boundary Element Solution for Plates of Variable Micromechanical Damage Models for Brittle Sol-
Thickness, E. J. Sapountzakis and J. T. Katsi- ids. Part II: Compressive Loadings, X. Lee and
kadelis, EM June otp i241-1256. J. W. Ju, EM July9 1, p1515-1536.
BRITTLENESS 1991 ANNUAL INDEX
Statistical Size Effect in — Structures: Buildings
I. Is Weibull Theory licable? Zdenék P. Large-Displacement Effects on Dynamic Re-
BazZant, Yous Xi and Stuart G. Reid, EM sponse of Eccentric. Buildings, Lidia La Mendo-
Nov. 91, p2 622. la and Maurizio Papia, EM May 91, p954-973.
Statistical Size Effect in eee Structures:
II. Nonlocal Theory. k P. Bazant and Buried pipes
Yunping Xi, EM fase. 91, p2623-2640. Local Buckling of Tubes in Elastic Continuum,
James A. Cheney, EM Jan. 91, p205-216.
Buckling Buried structures
BuSckalmiinhg Behaivshi oarn d ofA imEilans tiHca ddCairdciunl,a r EMA rcNhoevs., Cavaintda tEivoen Hiinn maSonl,i d EMM edJianu.m ,9 1, Ppa1u6l6 -1W8e3i.d linger
91, p2659-2680.
Dynamic Response of Shallow-Buried Cylindrical
Buckling of Anisot ic Composite Plates under Structures, H. L. Chen, S. P. Shah and L. M
Stress Gradient, ahesh D. “pandey and Ar- Keer, EM Jan. 90, p152-171.
chibald N. Sherbourne, EM Feb. 91, p260-275.
Buiting of Columns with Overhang,C . M. Cables
an d K. M. Liew, EM Now“ OT, p2492- Dynamic Stiffness Matrix of re Cable, Uwe
30s Starossek, EM Dec. 91, p2815-28
alte of tones ge Various Torsional Forced Vibration of Coupled Sutsnsionsl-
Rae Shyh-Rong Torsional Systems, W. Jiang, T. L. Wang and
= Skt AAuugg.o F ere8i 16 W. K. Jones, EM May 91, p1171-1190.
Buckling of Restrained note with Shear De- Importance of Cable Vibration in Dynamics of
aeaeree —. Axial Shortening, Chien-Ming pe ager Bridges, Ahmed . Abdel-
= Sritawat Kitipornchai, Ghaffar and Magdi A. Khalifa, EM Nov. 91,
EM Sept, 1973-1989. p2571-2589.
Deflection ont toot of Elasticaily Restrained Cables, ropes
Nonuniform Beam, Sen Young Lee and Yee
Hsiung Kuo, EM Mar. 91, p674-692. Upper-Bound Prediction of Cable Damping
under — Bending, Mohammed Raoof and
Effect of Axial on — on Bucklin Yu Ping Huang, EM . 91, p2729-2747.
ee Charles Mar. 90, p De
Cantilevers
uations of Curved Beams, Sundaramoorthy Stress and Deflection Analysis of Com
karan and S. Padmanabhan, EM May Cantilevered Shallow Shells, Arthur W.
89, p1094-1111. and Mohamad S. Qatu, EM Apr. 91, 893-906.
Explicit Postbuckling Analysis of Water-Loaded Canyons
le-Section Beams, Anibal E. Mirasso and
LuisA .G odoy, EM May 991 , p1192-1 196, Earthquake Stresses in Arch Dams. I: Theory and
Antiplane Excitation, Slobodan B. Koji¢ and
General Equations for 4K. of Thin, Shallow MihailoD . Trifunac, EM Mar. 91, p532-552.
ae of Any Shape, P. J. Wicks, EM Feb. 91, canny Stresses in Arch Dams. II: Excitation
P. Ka 'V, P, and Rayleigh Waves, Slobodan B.
Lateral Buckling of Doubly Symmetric Beams oOa and Mihailo D. Trifunac, EM Mar. 91,
Containing Openings, V. Thevendran and N.
E. Shanmugam, EM July 91, p1427-1441.
Local yy, of Tubes in Elastic Continuum, Pi mting
James A.g e EM Jan. 91, p205-216. Cavitation in Solid Medium, Paul Weidlinger
and Eve Hinman, EM Jan. 91, p166-183.
Lower Boundsf or Eigenvalues via Raylei
es Robert Schmidt, EM June 89, pl ae — of ee Cavitating Bluff
S. Ramamurthy and
Setechender, EM Mar. 91, p513-531.
New Theory on Buc of Curved Beams,
Shyh-Rong Kuo and eong-Bin Yang, EM Channel flow
Aug. 91, 71698-1717, Instability in Simulated Granular Chute Flows,
Nonlinear —s Myo 4v y Hysteretic Analysis Brian E. Sanders and Norbert L. Ackermann,
of Pinned utros, EM May EM Oct. 91, p2396-2406.
91, p94i-953,
Channels, waterways
Periodic and Gap Oscillations of Modified
Stoker Column, Graham R. Cook and Emil Instability in Simulated Granular Chute Flows,
Simiu, EM Sept, 91, p2049-2064. Brian E. Sanders and Norbert L. Ackermann,
EM Oct. 91, p2396-2406.
Reliability-Based Desi of Imperfection-
Sensitive Structures, G. V. Palassopoulos, EM Chaos
June 91, p1220-1240. Chaotic Motion of Pendulum with Support in
Stability of _— Columns, Atle Gjelsvik, EM Circular Orbit, Jiin-Po Yeh and Frank DiMag-
June 91, p1331-1345. gio, EM Feb. 91, p329-347.
Warpi: .. i ~ in I-Beam Assemblages, S. Chaotic Motions of Self-Excited Forced and Au-
Krenka ndL . Damkilde, EM Nov. 91, p2457- tonomous Square Prisms, Emil Simiu and Gra-
ham R. Cook, EM Feb. 91, p241-259.
SUBJECT INDEX COMPRESSIBILITY
Nonlinear Impact and Chaotic Response of 1 sao of Nonconservative cag bow
der Rocking Objects, Solomon C. S. Yim and oe ue Sensitivity, Lien-Wen Chen and
Huan Lin, EM Sept. 91, p2079-2100. ing Ku, EM May 91, p974-985.
PerSitoodkiecr aCnodl umCnh,a otiGcr ahOsacmi llaRt.i onCso oko f aMnodd ifEimeidl Columns, supports
Simiu, EM Sept. 91, p2049-2064. Free-Vibration Response of Column-Supported,
Ring-Stiffened Cooling Tower, Alavandi
Cisterns Bhimaraddi, Peter J. Moss and Athol J. Carr,
Numerical Simulation of Deep-Well Wet Oxida- EM Apr. 91, p770-788.
tion Reactor Using Steam, S. Mittal, H. A. De-
= and T. E. Tezduyar, EM Apr. 91, p798- Compliance
Forced Vertical Vibration of Rigid Discs with Ar-
bitrary Embedment, Ronal an
Clay soils AlainT . Gobert, EM Nov. 91, p2527- 2548.
Integration of Constitutive Equations in Soil
er H. Alawaji, K. Runesson and S. Composite materials
Sture, EM Aug. 91, p1771-1790. Buckling of Anisotropic Plates under
Clay structure Stress Gradient, MaheshD . “pandey and Ar-
chibald N. Sherbourne, EM Feb. 91, 3260-275.
a Analysis by Distinct Ley —_
Anandarajah and N. M Sept. 91, Cracks Interacting with Particles or Fibers in
oat5 6-2163. Composite Materials, Gilles Pijaudier-Cabot
7 & denék P. Bazant, EM July 91, pl611-
Clogging
Characteristics of Constrained Cavitating Bluff Creep Model for Metallic Composites Based on
Body Wakes, A. S. Ramamurthy and R. Matrix Testing, W. K. Binienda and D. N. Ro-
Balachandar, EM Mar. 91, p513-531. binson, EM Mar. 91, p624-639.
Closed form solutions Effect of Interphases on Mechanical Behavior of
Analysis of Adhesive-Bonded eo : ~ Composites, Autar K. Kaw and Glen H.B es-
Nonidentical Adherends, Shun > ee terfield, EM Nov. 91, p2641-2658.
Chen and Yupu Shi, EM Mar. 91, p605-623. odynamic Green’s Functions of Orthotropic
Half Plane, R. K. N. D. Rajapakse and Y.
Cold-formed steel Wang, EM Mar. 91, p588-604.
Finite Strip Method for Analysis of Cold-Formed Innovative Prestressing with FRP Sheets: Me-
Purlins, Dimos Polyzois and Lloyd J. Guillory, chanics of Short-Term Behavior, Thanasis C.
Jr., EM Jan. 91, p184-204. Triantafillou and Nikola Deskovic, EM July
Collapse 91, p1652-1672.
Shear Strength of n-Web Plate Girders with Large Deflections of ay ic Plates in Com-
Inclined Tension , Luis A. de Béjar and pression, GordonH . Little, EM Sept. 91,
Mahmoud A. Younis, EM Nov. 91, p2699- p2150-2155.
2719. Microcrack Papuan Le a Concrete
Columns UWanid-eFra h CCohmepnr,e ssEiMo n.i a p653-6 3.c hi and
Bounding Surface Model for Cyclic Biaxial Bend-
ing of RC Sections, Manolis G. Sfakianakis Nonlinear Deformation of Laminated Compos-
— N. Fardis, EM Dec. 91, p2748- ites, Nabil F. Grace, Debal K. hi and John
B. Kennedy, EM Feb. 91, p276-293.
Buckling of Columns with Overhang, C. M. Stress and Deflection Analysis of Composite
sor and K. M. Liew, EM Nov. 91, p2492- Cantilevered Shallow Shells, Arthur W. Leissa
and Mohamad S. Qatu, EM Apr. 91, p893-906.
Buckling of Restrained Columns with Shear De- Composite structures
formation and Axial Shortening, Chien-Ming Composite Plates of Concrete Slabs and Steel
eo, and Sritawat Kitipornchai, Plates, Koichi Sato, EM Dec. 91, p2788-2803.
EM Sept.3 ¢, p1973-1989.
Plane-Strain-Wave Scatterinn g by Cracks in Lami-
Concrete Columns with Lateral Prestressing, H. nated Composite Plates, M. Karunasena, A.
Cheong and S. H. Perry, EM Jan. 91, p70- a and S. K. Datta, EM Aug. 91, p1738-
Effect of Axial Compressibilit on Buckli Postbuckling of Orthotropic Rectangular Plates
os Charles W. Bert, E Mar. 90, mm in Biaxi: cog Jian-Wu Zhang and
Hui-Shen Shen, EM May 91, p1158-1170.
Integral Equation for Dynamic Poroelasticity in Stresses in Orthotropic Laminate with Two Elas-
Frequency Domain with BEM Solution, Alex- tic Pins Having Different Fitting Tolerances,
ander H. -D. Cheng, Taoreed Badmus and Xi-Wu Xu and Wei-Xun Fan, EM June 91,
DimitriE .B eskos, EM May 91, p1 136-1157. p1382-1402.
RC Column Model for Inelastic Seismic Re-
sponse Analysis in 3D, Manolis G. Sfakianakis Compressibility
gece N. Fardis, EM Dec. 91, p2770- Analysis of Infinite-Strip-Shaped Base Isolator
with Elastomer Bulk Compression, Michel S.
Stability of Built-up Columns, Atle Gjelsvik, EM Chalhoub and James M. Kelly, EM Aug. 91,
June 91, p1331-1345. p1791-1805.
1991 ANNUAL INDEX
Compression Statistical Size Effect in Quasi-Brittle Structures:
Buckling of Ani: ic Composite Plates under I. Is Weibull Theory Applicable? Zdenék P.
Stress Gradient, Mahesh pandey and Ar- BazZant, — Xi and Stuart G. Reid, EM
chibald N. Sherbourne, EM Feb.9 91), p260-275. Nov. 91, p2609-26
Large Deflections of sin Plates in Com- Statistical Size Effect in Quasi-Brittle Structur..:
enees. _ H. Little, EM Sept. 91, II. Nonlocal Theory, Zdenék P. Bazant and
2150-21 Yunping Xi, EM Nov. 91, p2623-2640.
Stereophotogrammetry and Localization in Con-
Mizocick Propagation |SSt ud of Copa: crete under Compression, J. M. Torrenti, J.
Wanid-eFr ah Chmepnr,e sEsiMo n.M ar. aLp 6533--66 93.ch i an 91, pru1e4s5,5 -E1.4 6H.5 . Benaija and C. Boulay, EM July
Roapereniest Models for Brittle Sol- Study of Size Effect in Concrete Ug iow
. Part Il: Compressive Loadings, X. Lee and Crack Model, Robert Y. Liang and Yuan-Neng
}.W . Ju, EM Tuly 91,p 1515-1536. Li, EM July 91, p1631-1651.
ogrammetry and Localization in Con-
crete me x Compression, J. M. Torrenti, J. Concrete blocks
Desrues,E . H. Benaija and C. Boulay, EM July Creep, Shrinkage and Thermal Effects on Mass
91, pl455-1465. Concrete Structure, Kevin Z. Truman, David
J. Petruska and C. Dean Norman, EM June 91,
Computation p1274-1288.
Probability Approximations by Likelihood Concrete, prestressed
Maximization, Karl Breitung, E Mar. 91, Concrete Columns with Lateral Prestressing, H.
p457-477. = Cheong and S. H. Perry, EM Jan. 91, p70-
Computer applications
Concrete, reinforced
Repiere —- of Elastoplastic Frames,
A. M. Alwis, EM Dec. 91, p2804-2814. Bounding Surface Model for Cyclic Biaxial Bend-
ing of RC Sections, Manolis G. Sfakianakis
Computerized simulation —* N. Fardis, EM Dec. 91, p2748-
Robust AR Representations of Ocean Spectra,
Josep R. Medina and Carlos R. Sdnchez- Concrete Columns with Lateral Prestressing, H.
Carratal4, EM Dec. 91, p2926-2930. Ma Cheong and S. H. Perry, EM Jan. 91, p70-
Concrete Effective Elastic Properties of Fiber-Reinforced
Concrete with Random Fibers, Hasan Ahmad
Concrete Interface Shear Vibration Spectroscopy, and Dimitris C. Lagoudas, EM Dec. 91,
Theodor Krauthammer and Lucio Palmieri, p2931-2938.
EM Oct. 91, p2251-2264.
Finite Element Model for Curved Embedded Re-
sy uations for by in Failure inforcement, Alaa E. Elwi and Terry M. Hru-
and H.T . Dresenkam P, dey, EM Apr. 89, p740-754.
a 89, “p1591- 1608.
RC Column Model for Inelastic Seismic Re-
Assessment in Concrete Using Quantita- sponse Analysis in 3D, Manolis G. Sfakianakis
aa Acoustic Emission, Ch eng Ouyang, —— N. Fardis, EM Dec. 91, p2770-
Eric Landis and Surendra P. Shah, EM Nov.
91, p2681-2698. Structural Element Stiffness Identification from
Earthquake Stresses in Arch Dams. .o o Static Test Data, Masoud Sanayei and Stephen
—— Excitation, SlobodanB . Koji oe F. Scampoli, EM May 91, p1021-1036.
MihailoD . Trifunac, EM Mar. 91, p532-552.
Concrete slabs
Earthquake Stresses ii n Arch Dams. II: ay
KaV , P, and yy Waves, SlobodanB Composite Plates of Concrete Slabs and Steel
ji¢a nidd MihailoD . Trifunac, EM Mar. 91, Plates, Koichi Sato, EM Dec. 91, p2788-2803.
Refined Model for ee of Plates on Elastic
Foundations, C. V. va WwW.
onset — Tensor Based on Microplane Thomas Straughan and Y. C. Das, EM Dec. 91,
Model, Ignacio Carol, Zdenék P. Bazant and p2830-2844.
Pere C. Prat, EM Oct. 91, p2429-2448.
Microcrack Propagation at, of Concrete Concrete structures
Under Compression. a chi and Creep, Shrinkage and Thermal Effects on Mass
Wai-Fah Chen, EM Mar. 91, p653-673. Concrete Structure, Kevin Z. Truman, David
Numerical ag” of eee 1 ic Frac- J. Petruska and C. Dean Norman, EM June 91,
ture of Co — Neil M. p1274-1288.
—.. = Albert $ obayashi, “EM July 91, Concrete structures failure
p1595-1610. Statistical Size Effect in Quasi-Brittle Structures:
ee of apenas |M aximum Loads I. Is Weibull Theory Applicable? Zdenék P.
‘oncrete Bazant, —— Xi and Stuart G. Reid, EM
Yuan-Neng Li, EM May 91, p1059-1069. Nov. 91, p2 q
Smooth Limit Surfaces for Metals, Concrete, and Statistical Size Effect in Quasi-Brittle Structures:
Geotechnical Materials, Howard L. Schreyer, I. Nonlocal Theory, Zdenék P. Bazant and
EM Sept. 89, p1960-1975. Yunping Xi, EM Nov. 91, p2623-2640.
SUBJECT INDEX CRACKS
Confinement Aseismic Hybrid ys Systems for Buildi
Concrete Columns = Lateral Prestressing, H. Structures, J. N. Yang, jelians and S.
. Cheong and S. H. Perry, EM Jan. 91, p70- Liu, EM Apr. 91, 7e3e853.
Cooling towers
Connections Free-Vibration Response of Column-Supported,
Concentration of Cyclic Stresses in Preloaded Ring-Stiffened Cooling Tower, vandi
Threaded Connections, A. N rt and G. Bhimaraddi, Peter J. Moss and Athol J. Carr,
Glinka, EM June 91, p1257-1273. EM Apr. 91, p770-788.
Consolidation Core
DisPloorcoautsi onM eAdniaal,y siDse roefk PeEnlestwroarttiho, n EiMn SaFteubr.a t:9<1i, BeTnucrdhai,nn sgvO e.o rfsV eiNlloynn asyy mFalmneexdi tblrIe. i CcSo hreeSi,an nmYda.wn i,Fcr ohs EtiMg B,e aSmeMsp.t . wBia9tr1h-,
p391-408. p1931-1952.
Constitutive equations Corners
Constitutive Equations for Concrete in Failure Simple, Convenient Isotropic Failure Surface, M
State, R. de r and H. T. Dresen p, EM B. Rubin, EM Feb. 91, p348-369.
Aug. 89, p1591-1608.
Micromechanism Approach to Model Creep Fa- Coupled systems
tigue Interaction in Lead-Tin Alloy, M. Forced Vibration of Coupled Extensional-
Robert, A. Zubelewicz and L. M. Keer, EM Torsional Systems, W. Jiang, T. L. Wang and
Mar. 91, p707-711. W. K. Jones, EM May 91, p1i71i-1190.
Constitutive models Crack propagation
General Model for Contact Laws Between Two Characterization of Acoustic Emission Signals
Rough Spheres, R. Dobry, T. -T. Ne, E. from Mode I Crack, Laurence J. Jacobs, EM
— and A. Seridi, EM June 91, p1365- Aug. 91, p1878-1889.
Cracking
Verification of Endochronic eee for Nonpro-
portional Loading Paths, S.Y . Hsu, S. K. Jain Damage Assessment in Concrete Using Quantita-
— Hayden Griffin, ir., EM Jan. 91, pl10- tive Acoustic Emission, Chengsheng Ouyang,
Eric Landis and Surendra P. Shah, EM Nov.
91, p2681-2698.
Constitutive relations Microcrack Propagation Study of Concrete
Geometric Damage Tenses 3D oses on Microplane Under Compression, Eiki Yamaguchi and
Model, Ignacio Carol, Zdenék P. Bazant and Wai-Fah Chen, EM Ma91r, p.653 -673
Pere C. Prat, EM Oct. 91, 52429-2448.
Cracks
IntSSetugerrea,to iognE M oAHfu. g .C oAn9l1sa,tw iaptjiuit,7i 7v1eK- . 1 7E9Rq0uu.na etisosnosn iann d SoiSl. Chafrraocmt erMiozdaeti onI Croafc kA,c oLusatuirce nceE miJs.s iJoanc obsS,i gnEalMs
Aug. 91, 71878-1889.
Constraints Cracks Interacting with Particles cr Fibers in
Optimal Design of Elastic Beams for Moving Composite Materials, Gilles Pijaudier-Cabot
a. Robert H. Bryant, EM Jan. 91, p154- and Zdenék P. Bazant, EM J ly 91, pléii-
1630.
Microcrack Propagation Study of Concrete
Construction Under Compression, Eiki Yamaguchi and
Creep, Shrinkage and Therm: Effects on Mass Wai-Fah Chen, EM Mar. 91, p653-673.
Concrete Structure, Kevin Z. Truman, David Micromechanical Damage Models for Brittle Sol-
J. Petruska and C. Norman, EM June $1, ids. Part I: Tensile Loadings, J. W. Ju and X
p1274-1288. Lee, EM July 91, p1495-1514.
Contact pressure Micromechanical Models for Brittle Sol-
ids. Part Il: Compressive Loadings, X. Lee and
Axial Response of Multilayered Strands with J. W. Ju, EM July 91, p1515-1536.
Compliant Layers, Raymond A. LeClair, EM
De9c1,. p2 884-2903. Numerical Study on Crack Dilatancy Part 2: Ap-
plications, Peter H. Feenstra, René de Borst
Continuum mechanics and Jan G. Rots, EM Apr. 91, p754-769.
Geometric Damage Tensor Based on Microplane Numerical Study on Crack Dilatancy Part I:
Model, Ignacio Carol, Zdenék P. Bazant and Models and Stability Analysis, Peter H. Feens-
Pere C. Prat, EM Oct. 91, p2429-2448. tra, René de Borst and Jan G. Rots, EM Apr.
Why Continuum Damage is Nonlocal: Mi- 91, p733-753.
cromechanics ments, Zdenék P. Bazant, Plane-Strain-Wave aq by ote mo9
EM May 91, p1070-1087. nated Composite Plates,
a and S. K. Datta, EM ‘Aug. 91 p17 38.
Control systems
Active Control and Seismic Isolation, Jun-Ping Prediction of Size-Dependent Maximum Loads
2 James M. Kelly, EM Oct. $1, p2221° of Concrete Beams, Robert Y. Liang and
Yuan-Neng Li, EM May 91, p1059-1069.
CRACKS 1991 ANNUAL INDEX
= oS e ——- } a.7.. Mi- RC Column Model for Inelastic Seismic Re-
wht om t, sponse Analysis in 3D, Manolis G. Sfakianakis
EM May 9a . p1070-1087. o— N. Fardis, EM Dec. 91, p2770-
Creep Verification of Endochronic Theory for Nonpro-
Creep Model for Metallic Composites Based on portional Loading Paths, S. Y. Hsu, S. K. Jain
Matrix Testing, W. K. Binienda and D. N. Ro- ans O. Hayden Griffin, Jr., EM Jan. 91, p110-
binson, EM . 91, p624-639
Creep, Shrinkage and Thermal Effects on Mass Cylinders
Concrete 7 y Kevin Z. Truman, David
. Petruskaa nd C. Dean Norman, EM June 91, Base Isolation Benefits of 3-D Rocking and Up-
p1274-1288. lift. I: a. Aik-Siong Koh and Chin-Min
Hsiung, EM Jan. 91, p1-18.
Micromechanism Approach to ModeCl op “t
tigue Interaction in Lead-Tin -~ = Base Isolation Benefits of 3-D Rocking and Up-
Robert, A. Zubelewicz and L. M. Keer, EM lift. II: Numerical Example, Se Koh and
Mar.9i , p707-711. Chin-Min Hsiung, EM Jan. 91, p19-31.
Numerical Experiments on S44 Bounda-
Critical load y of Flow Past Cylinder, T. E.T ezduyar and
Lateral meg of aot S&y mmetric Beams . Shih, EM Apr. 91, p854-871.
Contai Consios, Thevendran and N.
E. ieamenans E July 91, p1427-1441. Cylindrical shells
Staabivlietyr Ksuo,f SENenoMsn ictMoianvisyte yr,9v 1a,Lt ipie9vn7e-4 W-9eS8ny5 s.tC ehmesn Uasnid ~~ Loapind2d 3e5Tr3sr,-a n2s3fD6ea7rv. i dM ecAh.a niPescmksn oilnd ,W indE-ML oaNdoevd. Cyl8-9 ,
Mixed-Variational Approach for Restrained
Cross sections Plate—Half-S, ce Interaction, M. Mush
Bounding Surface ag for Cyclic Biaxial Bend- Zaman and Omar Faruque, EM Aug. 91,
ing of RC Sect G. Sfakianakis p1755-1770.
= Michael NN. ."F ardis, EM Lec. 91, p2748- Optimal Design for Axisymmetric Cylindrical
Shell Buckling, Robert Levy and William R.
Torsion of Box Girders with Deformable Cross Spillers, EM Aug. 89, p1683-1690
Spe2c1t7i9o-n2s,2 00.L ando Mentrasti, EM Oct. 91, Damage
Geometric Damage Tensor Based on Microplane
Curvature Model, Ignacio Carol, Zdenék P. BaZant and
Pere C. Prat, EM Oct. 91, p2429-2448.
—_ ~ yr of , ay Strands =
Compliant mon: LeClair, Micromechanical Damage Models for Brittle 4
Dec. 91, mpged 2903, ids. Part I: Tensile Loadings, J. W. Ju and
Lee, EM July 91, p1495-1514.
Finite Element Model for Curved Embedded Re-
inforcement, Alaa E. Elwi and Terry M. Hru- Micromechanical Damage Models for ~~ aa
dey, EM Apr. 89, p740-754. ids. Part II: Compressive Loadi =
J. W. Ju, EM July 91, p1515-153
Instability of Internally Dam; Curved Pipes,
- 7,= and G. Steven Gipson, EM Jan. 90, Why Continuum Damage is Nonlocal: Mi-
p S cromechanics ments, Zdenék P. BazZant,
EM May 91, p1070-1087.
Curved beams Damage assessment
uations of Curved Beams, Sundaramoorthy Damage Assessment in Concrete Using Quantita-
jasekaran and S. Padmanabhan, EM May tivey o Emission, Chengsheng Ouyang,
89, p1094-1111. Eric Landis and Surendra P. hah, EM Nov.
Free-Vibration Response of Gaaste rted, 91, p2681-2698.
ae Cooling Tower, vandi System Identification fa to Detection of
Bhimaraddi, Peter J. Moss and Athol J. Carr, Structural Changes, M. S. Agbabian, S. F. Mas-
EM Apr. 91, p770-788. ri, R. K. Miller ~~ Zk Caughey, EM Feb.
New Theory on Buckli of Curved Beams, 9i, p370-390.
Shyh-Rong Kuo and eong-Bin Yang, EM
Aug. 91, p1698-1717. Damping
Active Control and Seismic Isolation, Jun-Ping
Cyclic loads ie James M. Keiiy, EM Oct. 91, p2221-
Concentration of Cyclic re in Preloaded
Threaded Connections, A. Newport and G. Aseismic —— 4 ty — for er
Glinka, EM June 91, p1257-1273. Structures, J. N.Y ang, A. Danielians and S.
Im ice of Cable Vibration in Dynamics Liu, EM Apr. 1, p836-853
— Bridges, Ahmed a re Dynamic Stiffness Matrix of! _om, Uwe
ar and MadenA. Khalifa, EM Nov. 91, merek , EM Dec. 91, p2815-28.
SasT DSB. Ei ties of i panSia ne Damped
Nonlinear SDOF yo fIo r gf rn Analysis DOF Composite Systems, Ronald S. Hari
of Pinned Braces,M i utros, EM May — and Yan Zhang, EM July 89, p1527-
91, p941-953.
SUBJECT INDEX DISCONTINUITIES
Generalized Complex Damping and S ral In- — cofh oy Rowdee Orenh Usi ag =
tegration, Yung-Hsi: hen and ng-How eighted Resi Quanfeng
Tsaur, EM May 91, p986-1004. Mar 91, p700-706. —
Instability of Internally Damped Curved Pipes, Stress and Deflection Analysis of Composite
R. Aithal and G. Steven Gipson, EM Jan. 90, Cantilevered Shallow Shells, Arthur W. Lei
p77-90. and Mohamad S. Qatu, EM Apr. 91, p893-906.
Representation of Damping Matrix, Z. Liang and Three-Dimensional Simulations of Initially
. C. Lee, EM May 91, p1005-1020. Straight Elasticas, W. A. Kistler and Sunil Sai-
Shape-Memory Alloys as New Materials for gal, EM Oct. 91, p2384-2395.
Aseismic Isolation, E. J. Graesser and F. A. Deformation
Cozzarelli, EM Nov. 91, p2590-2608.
Dynamic Strain Localization in Fluid-Saturated
Structural Analysis by \ ee Element Method, Porous Media, B. Loret and J. H. Prevost, EM
A. Anandarajah andN . Lu, EM Sept. 91, Apr. 91, p907-922.
p2156-2163.
——- of Curved Beams, Sundaramoorthy
Time-Delay Compensation in Active Damping of karan and S. Padmanabhan, EM May
Stuctures, Mohamed Abdel-Mooty and John 89 p1094-1111.
Roorda, EM Nov. 91, p2549-2570. Finite Element with Inner Softening Band,
Upper-Bound Prediction of Cable Damping Marek Klisinski, Kenneth Runesson and Stein
under Cyclic Bending, Mohammed Raoof and Sture, EM Mar. 91, p575-587.
Yu Ping Huang, EM . 91, p2729-2747. Nonholonomic Analysis of Elastoplastic Frames,
Dams W. A. M. Alwis, EM Dec. 91, p2804-2814.
bang ag Analyses of Dam-Reservoir Sys- Nonlinear Deformation of Laminated Compos-
tem. I: Exact Solution, G. C. Lee and C. S. ites, Nabil F. Grace, Debal K. hi and John
Tsai, EM Sept. 91, p1990-2006. B. Kennedy, EM Feb. 91, p276-293.
Time-Domain Analyses of Dam-Reservoir Sys- Shape-Memory Alloys as New Materials for
tem. II: Substructure Method, C. S. Tsai and Aseismic Isolation, E. J. Graesser and F. A.
G. C. Lee, EM Sept. 91, p2007-2026. Cozzarelli, EM Nov. 91, p2590-2608.
Three-Dimensional Simulations of Initially
Dams, arch Straight Elasticas, W. A. Kistler and Sunil Sai-
Earthquake Stresses in Arch Dams. I: Theory an gal, EM Oct. 91, p2384-2395.
Antiplane Excitation, Slobodan B. Koji¢ and Time-Domain Analyses of Dam-Reservoir Sys-
Mihailo D. Trifunac, EM Mar. 91, p532-552. tem. I: Exact Solution, G. C. Lee and C. S.
Earth gt Stresses in Arch Dams. II: Excitation Tsai, EM Sept. 91, p1990-2006.
b , and Rayleigh Waves, Slo bodan B. Time-Domain Analyses of Dam-Reservoir Sys-
Kajjieia ndM ihailo D. Trifunac, EM Mar. 91, tem. II: Substructure Method, C. S. Tsai and
G. C. Lee, EM Sept. 91, p2007-2026.
Pa site Degreeosf free?>m
Seismic Analysis of Gravity Dams. I: ea of Eigenproperties of Nonclassically Dam
Sediments, Samir Bo’ ha and John L. DOF Composite Systems, Ronald S. Hari-
soulas, EM Aug. 91, p1826-1837. om and Yan Zhang, EM July 89, pi527-
Seismic Response of Gravity Dams. II: Effects of
Sediments, Samir Bo! ha and John L. Tas- Delay time
soulas, EM Aug. 91, p1839-1850.
Active Control and Seismic Isolation, Jun-Ping
Data processing techniques and James M. Kelly, EM Oct. 91, p2221-
Improved Quasi-Newton Methods for Large
Nonlinear Problems, Manolis Papadrakakis Time-Delay Compensation in Active Damping of
Aad Balopoulos, EM June 91, p1201- Stuctures, Mohamed Abdel-Mooty and John
Roorda, EM Nov. 91, p2549-2570.
Decision making Differential equations
Probabilistic Methods for Maintenance, Walter General Equations for Buckling of Thin, Shallow
O. Wunderlich, EM Sept. 91, p2065-2078. Arches of Any Shape, P. J. Wicks, EM Feb. 91,
p225-240.
Deficction
Dilatancy
Deflection and Stability of Elastically Restrained
Nonuniform , Sen Young a and Yee “Jumerical Study on Crack Dilatancy Part 2: Ap-
Hsiung Kuo, EM Mar. 91, p674-692. plications, Peter H. Feenstra, René de Borst
and Jan G. Rots, EM Apr. 91, p754-769.
Large Deflections of Orthotropic Plates in Com-
pression, ae H. Little, EM Sept. 91, Numerical Study on Crack qm AP art I:
p2l 50-21 Models and Stability Analysis, Pete: Feens-
tra, René de Borst and Jan G. Rots, EM Apr.
Nonlinear aol Element for Hysteretic Analysis 91, p733-753.
of Pinned Braces, Medhat K. Boutros, EM May
91, p941-953. Discontinuities
Post-Yield Analysis of Rigid-Plastic Beams with Finite Element with Inner Softening Band,
Variable Restraints, Francis Tin-Loi, EM Jan. Marek Klisinski, Kenneth Runesson and Stein
91, p54-69 Sture, EM Mar. 91, p575-587.
1991 ANNUAL INDEX
Base Excitation of Rigid Bodies. II: Periodic |
is by Distinct Element Method, Slide-Rock Response, Harry W. Shenton, II".
A. Anandarajah and N. Lu, EM Sept. 91, ———— P. Jones, EM Oct. 91, p2307-
p2156-2163.
Cavitation in Solid Medium, Paul Weidlinger
Displacement and Eve Hinman, EM Jan. 91, p166-183. ;
Dislocation Analysis of Penetration in Saturated Coupled Vibrational Response of Floor Systems
Porous Media, Derek Elsworth, EM Feb. 91, with Occupants, Bryan Folz and Ricardo O.
p391-408. Foschi, EM Apr. 91, p872-892.
Finite eee with Inner Softening Band, Dynamic Response of Shallow-Buried Cylindrical
Marek inski, Kenneth Runesson and Stein Structures, H. L. Chen, S. P. Shah and L. M.
Sture, EM WM ar. 91, p575-587. Keer, EM Jan. 90, p152-171.
General ee for oe —~<" ——- et Elastodynamic Green’s Functions of Orthotropic
Rough Spheres, sy, @. of. 4 Half Plane, R. K. N. D. Rajapakse and Y.
— and A. Seridi, EM June 91, pi36s. Wang, EM Mar. 91, p588-604.
Extended Split-Hopkinson Bar Analysis for At-
lacement Effects on Dynamic Re- ws Materials, Conrad W. Felice, Edward
sponse of Eccentric Buildings, Lidia La Mendo- hy - Joseph A. Brown, EM May 91,
la and Maurizio Papia, EM May 91, p954-973. pill -
Stiffness Formulations of Planar Kinematics, Free-Vibration Response of Column-Supported, ©
Fumio Fujii and Yukio Usuda, EM Mar. 91, Ring-Stiffened Cooling Tower, Alavandi
p694-699. Bhimaraddi, Peter J. Moss and Athol J. Carr,
EM Apr. 91, p770-788.
Displacements
Importance of Cable Vibration in Dynamics of
——_ Stiffness Matrixo ! ~ 4Ca ble, Uwe ble-Stayed Bridges, Ahmed M. Abdel-
Starossek, EM Dec. 91, oe Ghaffar and Magdi A. Khalifa, EM Nov. 91,
Distortion p2571-2589.
Torsion of Box Girders with Deformable Cross Large-Displacement Effects on Dynamic Re-
Sections, Lando Meéentrasti, EM Oct. 91, sponse of Eccentric ee Lidia La Mendo-
p2179-2200. la and Maurizio Papia, EM May 91, p954-973.
New Formulation for Vibration Analysis, R. J.
i. and H. A. Smith, EM Mar. 89, p543-
Generalized Sree Damping r~! Spectral In-
ang — OS re -How Nonstationary —-. Response Statistics for
Tsaur, EM May 91, p986-1004. Linear Structures, Appasamy Senthilnathan
Optimal Linearization of Morison-Type Wave and Loren D. Lutes, EM FFeebb. 91, p294-311.
Loading, Sau-Lon James Hu, George Tsiatas RC Column Model for Inelastic Seismic Re-
i: gumeas E. McGrath, EM July 91, p1537- sponse Analysis in 3D, ManolisG . Sfakianakis
= N. Fardis, EM Dec. 91, p2770-
Ductility
Response of Hemispherical, Air-Supported
Associate Linear System Approach to Nonlinear Structures to Wind, Magdy Kassem and Milos
Random Vibration, Binod K. Bhartia and Erik Novak, EM Aug. 91, p1718-1737.
H. Vanmarcke, EM Oct. 91, p2407-2428.
Stochastic Dynamic Response to Nonlinear
Concrete Columns “> Lateral Prestressing,H Wave Loading: Fourth-Moment Analysis, Sau-
rs Cheong and S. H.P erry, EM Jan. 91, p70- Lon James Hu, EM Jan. 90, p107-124.
Structural Control Including Soil-Structure Inter-
Dynamic loads action Effects, H. L. Wong and J. E. Luco, EM
Analytic Solution for ic Loading on Half- Oct. 91, p2237-2250.
Space Medium, Cinghow L| io~u . hesy or. Lee Synthesis and Extension of One-Dimensional
and Robert L. Ketter, EM July 91, pl 85-1494. Nonlinear Hysteretic Models, Li Zaiming,
Hiroshi Katukura and Mansanori Izumi, EM
Seeks let Dee SS in and d Jan. 91, p100-109.
K Media, V. "Prakash and°A.
Shaka. EEM: M ar. 91, p498-512. Upper-Bound Prediction of Cable ea
under Cyclic Bending, Mohammed Raoof an
Dynamic modeis Yu Ping Huang, EM . 91, p2729-2747.
New Formulation for Vibration Analysis, R. J.
— and H. A. Smith, EM Mar. 89, p543- Dynamics
Critical Base Excitations of Structural Systems,
Mukund Srinivasan, Bruce Ellingwood and
Dynamic response Ross Corotis, EM June 91, p1403-1422.
Associate Linear System Approach to Nonlinear Dynamic Stiffness Matrix of Sagging (C able, Uwe
Random Vibratioyn,n Bind K. Bhartia and Erik Starossek, EM Dec. 91, p2815-28
H. Vanmarcke, EM Oct. 91, p2407-2428. Ei rties of Nonclassically Dam ped
Base Excitation of Rigid Bodies. I: Formulation, ‘MDO Composite Systems, Ronald S. Hari
W. Shenton, III. and Nicholas P. Jones, — and Yan Zhang, EM July 89, p1527-
EM Oct. 91, p2286-2306.