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Journal of Engineering Mechanics 1991: Vol 117 Index PDF

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Preview Journal of Engineering Mechanics 1991: Vol 117 Index

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.

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