| 401 | Kato, K., Kawaji, M., Matsumura, A., Endo, T., Iguchi, T. | Damage to a Concrete-Block Masonry House Due to the 1982 Urakawa-Oki Earthquake [8WCEE] |
| 402 | Wada, A., Shinozaki, Y., Hakamura, N. | Collapse of Building with Expansion Joints through Collision Caused by Earthquake Motion [8WCEE] |
| 403 | Onose, J.-i. | Prediction of Damage Ratio of Reinforced Concrete Buildingsdue to Earthquake and Comparison with Actual DamageRatio [8WCEE] |
| 404 | Lara, O. | Seismic Resistant Implications of the 1980 Guayaquil, Ecuador Earthquake [8WCEE] |
| 405 | Trigos, J.L Hentschel, W. | Response of Two Reinforced Concrete Buildings in Mexico City during the Petatlan Earthquake of March 14, 1979 [8WCEE] |
| 406 | Zeris, C.A., Altmann, R. | Implications of Damages to the Imperial County Services Building for Earthquake-Resistant Design [8WCEE] |
| 407 | Kreger, M.E | Evaluation of the Response of the Imperial County Services Building [8WCEE] |
| 408 | Pardoen, G.C. Shepherd, R. | Experimental and Analytical Studies of the Imperial County Services Building [8WCEE] |
| 409 | Foutch, DA., Barenberg, M.E. | Earthquake Response of a Four-Story RC Building [8WCEE] |
| 410 | Takiguchi, K. Ichinose, T., Yoshii, M., Kubo, T., Iwashita, T. | Analysis of R/C Structures Damaged by the 1980South Italy Earthquake [8WCEE] |
| 411 | Mallick, D.V. | Engineering Studies of Building Response During El-Asnam Earthquake of October 10, 1980 [8WCEE] |
| 412 | Cartin, J.F. | Performance of School Canopies during the October 10, 1980 El-Asnam, Algeria Earthquake [8WCEE] |
| 413 | Nakano, K., Awano, Y., Sugano, S., Tomita, K., Suitsu, H., Shindo, A. | A Survey of Building Damages During the El-Asnam, Algeria Earthquake of October 10, 1980 [8WCEE] |
| 414 | Button, M.R., Kelly, T.E., Jones, L.R. | The Influence of Diaphragm Flexibility on the Seismic Response of Buildings [8WCEE] |
| 415 | Roper, S.C., Iding, R.H. | Appropriateness of the Rigid Floor Assumption for Buildings with Irregular Features [8WCEE] |
| 416 | Jain, S.K., Jennings, P.C. | Continuous Models for Frame and Shear-Wall Buildings with Flexible Floors [8WCEE] |
| 417 | Nakashima, M., Huang, T., Lu, L-W. | Effect of Diaphragm Flexibility on Seismic Response of Building Structures [8WCEE] |
| 418 | Hernandez-Basilio, O. | Structural Behavior of Concrete Walls with Shear Failure [8WCEE] |
| 419 | Mills, R.S., Igusa, T. | Seismic Response Assessment for a Masonry High-Rise Building [8WCEE] |
| 420 | McNary W.S., Atkinson, R.H., Abrams, D.P., Noland, J.L. | Basic Properties of Clay-Unit Masonry Stack-Bond Prismsin Compression [8WCEE] |
| 421 | Malhas, F.A. | Preliminary Correlations for Shaking Table Tests of Precast Panel Walls [8WCEE] |
| 422 | Keshavarzian, M. Schnobrich, W.C. | Computed Nonlinear Analysis of R/C Coupled Shear Walls [8WCEE] |
| 423 | El Kamshoshy, F., Pister, K.S. | A Mixed Finite Element Method for Dynamic Analysis of Seismically Loaded Structures— Application to Coupled Shear Walls [8WCEE] |
| 424 | Bernardini, A., Giuffre, A., Modena, C | Reinforced Hollow Clay Brick Masonry Shear Walls Under Seismic Actions [8WCEE] |
| 425 | Keintzel, E | Ductility Requirements for Shear Wall Structures in Seismic Areas [8WCEE] |
| 426 | Naik, T.R., Kaliszky, S., Soltis, L.A. | Lateral-Torsional Response of Low-Rise Timber Buildings [8WCEE] |
| 427 | Khachian, E.E., Shaginian, S.G. Ambartsumian, V.A., Melkumian, M.G. | A Study in Seismic Resistance of Frame Structures [8WCEE] |
| 428 | Kawamura, H., Yamada, M., Tani, A., Fujitani, H. | Regional Evaluation of Seismic Damages of Reinforced Concrete Buildings—Case Study: Standard R/C School Building in Hyogo Prefecture, Japan [8WCEE] |
| 429 | Fujiwara, T., Kitahara, A. | On the Aseismic Safety of Space StructuresUnder Bi-Directional Ground Motion [8WCEE] |
| 430 | Irie, y. | Dynamic Characteristics of R.C. and S.R.C. Apartment Buildings [8WCEE] |
| 431 | Liauw, T.C., Kwan, K.H. | New Development in Research of Infilled Frames [8WCEE] |
| 432 | Jurukovski, D., Tashkov, L., Trajkovski, V. | Mathematical Model Formulation of a Fourteen Storey R/C Building Using Strong Motion Records and Parameter System Identification [8WCEE] |
| 433 | Fintel, M., Ghosh, S.K. | Earthquake Resistance of Multistory Building Structures Designed for Wind [8WCEE] |
| 434 | Kikuchi, K., Yoshimura, K. | Effect of Vertical Component of Ground Motions and Axial Deformation of Columns on Seismic Behavior of R/C Building Structures [8WCEE] |
| 435 | Rivero, C.E., Walker, W.H. | An Analytical Study of the Interaction of Frames [8WCEE] |
| 436 | Sano, T., Vitiello, E. | Low Intensity Earthquakes on Multi-Storey R.C. Buildings: Records, Identification and Modelling [8WCEE] |
| 437 | Rega, G., Vestroni, F., Vulcano, A. | On the Relationship between Overall and Local Ductility Demand for Plane Frames Subjected to Earthquakes [8WCEE] |
| 438 | Casciati, F., Faravelli, L . | Plastic Zone Spread and Seismic Reliability of R.C. Frames [8WCEE] |
| 439 | Aranda, H.G.R. | Ductility Demands for R/C Frames Irregular in Height [8WCEE] |
| 440 | Otani, S. | Hysteresis Models of Reinforced Concrete for Earthquake Response Analysis [8WCEE] |
| 441 | Noguchl, H., Naganuma, K. | Nonlinear Finite Element Analysis of Restoring Force Characteristics of Reinforced Concrete Beam-Column Joints [8WCEE] |
| 442 | Meyer, C., Roufaiel, M.S.L | Reliability of Damaged Reinforced Concrete Frames [8WCEE] |
| 443 | Hilmy, S.I., Abel, J.F. | Material and Geometric Nonlinear Earthquake Analysis of Steel Frames Using Computer Graphics [8WCEE] |
| 444 | Kawano, A. | Inelastic Behavior of Low-Rise Steel Frame Based on a Weak Beam-to-Column Connection Philosophy to Earthquake Motion [8WCEE] |
| 445 | Teramoto, J., Asano, Kitamura, H.M., | A Study of the Collapse Mechanism of Rigid Frames by Analysis of the Elasto-Plastic Seismic Response Using a Flexural Model [8WCEE] |
| 446 | Zingone, G., Papia, M. | Energy Dissipation Capacity of Stiffened Steel Systems Under High Intensity Earthquake [8WCEE] |
| 447 | Wakabayashi, M., Nakamura, T., Iwai, S., Hayashi, Y. | Effects of Strain Rate on the Behavior of Structural Members Subjected to Earthquake Force [8WCEE] |
| 448 | Villaverde, R. | Response Spectrum Method for the Analysis of Nonlinear Multistory Structures [8WCEE] |
| 449 | Row, D., Schricker, V. | Seismic Analysis of Structures with Localized Nonlinearities [8WCEE] |
| 450 | Qin, Q. | Reliability of Randomly Excited and Strongly Deformed Hysteretic Oscillators [8WCEE] |
| 451 | Suzuki, Y., Manai, R. | A Method of Seismic Response Analysis of HystereticStructures Based on Stochastic Differential Equations [8WCEE] |
| 452 | Capatina, D., Titaru, E. | Possible Extension of the Structural Seismic Analysis [8WCEE] |
| 453 | Tsotsos, S.S., Liolios, A.A. | Dynamic Response of Pile Subjected to Lateral Loading—A Parametric Study [8WCEE] |
| 454 | Chavez, M., de Leon, D. | Reliability of Nonlinear Systems with Uncertain Parameters and Random Seismic Excitation [8WCEE] |
| 455 | Monge, J. | An Accurate Estimation of the Fundamental Period of Regular Tall Buildings [8WCEE] |
| 456 | Ito, K., Izumi, M., Katsukura, H., Takita, M. | A Study on Application of the Component Mode Method to the Structures Constructed from Components with Different Damping [8WCEE] |
| 457 | Takita, M., Izumi, M., Katsukura, H., Takita, M. | A Study on Modal Coupling Analysis of Structures by the Component Mode Method [8WCEE] |
| 458 | Mau, S.T. | Structure identification using Classical Normal Modes [8WCEE] |
| 459 | Yang, T.Y. Kapania, R.K., Saigal, S. | Linear and Nonlinear Dynamic Response Analysis of Complex Shell Structures [8WCEE] |
| 460 | Freystatter, S., Schmitz, C., Arnold, J.P., Taud-Turnovsky, J. | Influence of Seismic and Site Conditions on Equipment Response [8WCEE] |
| 461 | Delinic, K. | Dynamical Response of Non-Proportionally Damped Dynamical Systems [8WCEE] |
| 462 | Matsushima, Y | Optimum Distribution of Shear Coefficients for Multi-Degree-of-Freedom Systems Subjected to White Excitations [8WCEE] |
| 463 | Miller, R.K., Heidari, M.A. | Approximate Analysis of Earthquake Response of Impacting Structures [8WCEE] |
| 464 | Wu, S.T., Leyendecker, E.V. | Dynamic Response of Structural Systems Subjected to Horizontal Propagating Shear Waves [8WCEE] |
| 465 | Beck, J.L., Park, H. | Optimal Algorithms for Calculating the Response of Linear Oscillators to Digitized Ground Accelerations Optimal Algorithms for Calculating the Response of Linear Oscillators to Digitized Ground Accelerations [8WCEE] |
| 466 | Saito, Y., Uchida, N., Aoyagi, T., Kawamura, M. | Simulation Analysis on High-Rise Building Behavior by the Use of Strong Earthquake Motions Actually Observed [8WCEE] |
| 467 | Hakuno, M., lida, M., Iwashita, K. | Estimation of Building Response due to Large-Scale Earthquake from Observed Response Records to Small Earthquakes [8WCEE] |
| 468 | Tomizawa, M. | Identification of Structural Parameters and Aseismatic Control of the Building [8WCEE] |
| 469 | Udwadia, F.E. | Optimal Sensor Locations for Geotechnical and Structural Identification [8WCEE] |
| 470 | Beliveau, J.G., Chater, S. | System Identification of Structures from Ambient Wind Measurements [8WCEE] |
| 471 | Allen, R.H., Oppenheim, I.J., Bielak, J. | Rigid Body Mechanisms in Structural Dynamics [8WCEE] |
| 472 | Psycharis, I.N., Jennings P.C. | Rocking, Tipping and Up throw of Simple Structures by Horizontal Motion [8WCEE] |
| 473 | Chen, D | Sliding-Uplifting Response of Flexible Structures to Earthquakes [8WCEE] |
| 474 | Yim, S.C.S., Chopra, A.K. | Earthquake Response of Buildings on Winkler Foundation Allowed to Uplift [8WCEE] |
| 475 | Ishiyama, Y. | Criteria for Overturning of Rigid Bodies by Sinusoidal and Earthquake Excitations [8WCEE] |
| 476 | Baba, K., Nakashima, H. | Seismic Response of Uplifting Shear Wall-Flexural Frame Interaction System 1 [8WCEE] |
| 477 | Koh, A.S., Spanos, P-T.D. | Seismically Induced Rocking of Rigid Structures [8WCEE] |
| 478 | Kato, D., Katsumata, H., Aoyama, H. | Effect of Wall Base Rotation on Behavior of Reinforced Concrete Frame-Wall Buildings [8WCEE] |
| 479 | Kung, S.Y., Pecknold, D.A. | Seismic Response of Torsionally Coupled Single Storey Structures [8WCEE] |
| 480 | Gergely, P., de Bejar, L. | Nonlinear Response of Torsionally Coupled Buildings for Multicomponent Earthquake Excitations [8WCEE] |
| 481 | de Bejar, LA., Gergely, P. | Linear Response of Torsionally Coupled Buildings- for Multicomponent Earthquake Excitations [8WCEE] |
| 482 | Pan, T.-C., Kelly, J.M. | Coupled Lateral-Torsional Response of Base-Isolated Structures [8WCEE] |
| 483 | Tso, W.K., Sadek, A.W. | Inelastic Response of Eccentric BuildingsSubjected to Bi-Directional Ground Motions [8WCEE] |
| 484 | Takizawa, H. | Coupled Lateral and Torsional Failure of Buildings under Two-Dimensional Earthquake Shakings [8WCEE] |
| 485 | Riddell, R., Vasquez, J. | Existence of Centers of Resistance and Torsional Uncoupling of Earthquake Response of Buildings [8WCEE] |
| 486 | Amini, A., Trifunac, M.D. | A Statistical Basis For Spectrum Superposition in Response to Earthquake Excitation [8WCEE] |
| 487 | Tsai, N.C. | A New Method for Spectral Response Analysis [8WCEE] |
| 488 | Gupta, A.K. | Modal Combination in Response Spectrum Method [8WCEE] |
| 489 | Lutes, L.D. | Effects of Model Coupling on Dynamic Response [8WCEE] |
| 490 | Takeuchi, M., Kotada, K., Kamaza, S., Atobe, Y., Hayakawa, K. | Input Earthquake Waves as Deduced from the Measured Response of a Building [8WCEE] |
| 491 | Azevedo, J.J. | Towards an Improvement on Loading Criteria [8WCEE] |
| 492 | Chen, Y-q | Selection of Accelerograms and Evaluation of Reliability by Step-by-Step Integration [8WCEE] |
| 493 | Wong, J.P., Paz, M.M. | A Short Duration Equivalent Earthquake [8WCEE] |
| 494 | Parducci, A., Mezzi, M. | Elasto-Plastic Response Spectra of Italian Earthquakes Taking into Account the Structural Decay [8WCEE] |
| 495 | Minami, T. | Potential Destructiveness of Strong Earthquakes [8WCEE] |
| 496 | Sotoudeh, V., Boissonnade, A. | Probabilistic Study of the Dynamic Response of a Stiffness-Degrading Single Degree of Freedom Structure Excited by a Strong Ground Motion with Specific Probabilistic Characteristic [8WCEE] |
| 497 | De Luca, A., Palazzo, B. | Inelastic Spectra for Geometrical and Mechanical Deteriorating Oscillator [8WCEE] |
| 498 | Nishikawa, T., Hayama, S., Seki, T. | Normalization Parameters of Maximum Values of Earthquake Motion for Non-Linear Response Analyses of Structure [8WCEE] |
| 499 | Fajfar, P., Fischinger, M. | Parametric Study of Inelastic Response to Some Earthquakes Recorded in Southern Europe [8WCEE] |
| 500 | Ohi, K.; Tanaka, H. | Frequency-Domain Analysis of Energy Input Made by Earthquakes [8WCEE] |