| Sl.No | Title | Author | Conference | Action | ||
| 1 | Structure identification using Classical Normal Modes | Mau, S.T. | 8WCEE | View | ||
| 2 | A Study on Modal Coupling Analysis of Structures by the Component Mode Method | Takita, M., Izumi, M., Katsukura, H., Takita, M. | 8WCEE | View | ||
| 3 | A Study on Application of the Component Mode Method to the Structures Constructed from Components with Different Damping | Ito, K., Izumi, M., Katsukura, H., Takita, M. | 8WCEE | View | ||
| 4 | An Accurate Estimation of the Fundamental Period of Regular Tall Buildings | Monge, J. | 8WCEE | View | ||
| 5 | Reliability of Nonlinear Systems with Uncertain Parameters and Random Seismic Excitation | Chavez, M., de Leon, D. | 8WCEE | View | ||
| 6 | Dynamic Response of Pile Subjected to Lateral Loading—A Parametric Study | Tsotsos, S.S., Liolios, A.A. | 8WCEE | View | ||
| 7 | Possible Extension of the Structural Seismic Analysis | Capatina, D., Titaru, E. | 8WCEE | View | ||
| 8 | A Method of Seismic Response Analysis of HystereticStructures Based on Stochastic Differential Equations | Suzuki, Y., Manai, R. | 8WCEE | View | ||
| 9 | Reliability of Randomly Excited and Strongly Deformed Hysteretic Oscillators | Qin, Q. | 8WCEE | View | ||
| 10 | Seismic Analysis of Structures with Localized Nonlinearities | Row, D., Schricker, V. | 8WCEE | View | ||
| 11 | Response Spectrum Method for the Analysis of Nonlinear Multistory Structures | Villaverde, R. | 8WCEE | View | ||
| 12 | Effects of Strain Rate on the Behavior of Structural Members Subjected to Earthquake Force | Wakabayashi, M., Nakamura, T., Iwai, S., Hayashi, Y. | 8WCEE | View | ||
| 13 | Energy Dissipation Capacity of Stiffened Steel Systems Under High Intensity Earthquake | Zingone, G., Papia, M. | 8WCEE | View | ||
| 14 | A Study of the Collapse Mechanism of Rigid Frames by Analysis of the Elasto-Plastic Seismic Response Using a Flexural Model | Teramoto, J., Asano, Kitamura, H.M., | 8WCEE | View | ||
| 15 | Inelastic Behavior of Low-Rise Steel Frame Based on a Weak Beam-to-Column Connection Philosophy to Earthquake Motion | Kawano, A. | 8WCEE | View | ||
| 16 | Material and Geometric Nonlinear Earthquake Analysis of Steel Frames Using Computer Graphics | Hilmy, S.I., Abel, J.F. | 8WCEE | View | ||
| 17 | Reliability of Damaged Reinforced Concrete Frames | Meyer, C., Roufaiel, M.S.L | 8WCEE | View | ||
| 18 | Nonlinear Finite Element Analysis of Restoring Force Characteristics of Reinforced Concrete Beam-Column Joints | Noguchl, H., Naganuma, K. | 8WCEE | View | ||
| 19 | Hysteresis Models of Reinforced Concrete for Earthquake Response Analysis | Otani, S. | 8WCEE | View | ||
| 20 | Ductility Demands for R/C Frames Irregular in Height | Aranda, H.G.R. | 8WCEE | View | ||
| 21 | Plastic Zone Spread and Seismic Reliability of R.C. Frames | Casciati, F., Faravelli, L . | 8WCEE | View | ||
| 22 | On the Relationship between Overall and Local Ductility Demand for Plane Frames Subjected to Earthquakes | Rega, G., Vestroni, F., Vulcano, A. | 8WCEE | View | ||
| 23 | Low Intensity Earthquakes on Multi-Storey R.C. Buildings: Records, Identification and Modelling | Sano, T., Vitiello, E. | 8WCEE | View | ||
| 24 | An Analytical Study of the Interaction of Frames | Rivero, C.E., Walker, W.H. | 8WCEE | View | ||
| 25 | Effect of Vertical Component of Ground Motions and Axial Deformation of Columns on Seismic Behavior of R/C Building Structures | Kikuchi, K., Yoshimura, K. | 8WCEE | View | ||
| 26 | Earthquake Resistance of Multistory Building Structures Designed for Wind | Fintel, M., Ghosh, S.K. | 8WCEE | View | ||
| 27 | Mathematical Model Formulation of a Fourteen Storey R/C Building Using Strong Motion Records and Parameter System Identification | Jurukovski, D., Tashkov, L., Trajkovski, V. | 8WCEE | View | ||
| 28 | New Development in Research of Infilled Frames | Liauw, T.C., Kwan, K.H. | 8WCEE | View | ||
| 29 | Dynamic Characteristics of R.C. and S.R.C. Apartment Buildings | Irie, y. | 8WCEE | View | ||
| 30 | On the Aseismic Safety of Space StructuresUnder Bi-Directional Ground Motion | Fujiwara, T., Kitahara, A. | 8WCEE | View | ||
| 31 | Regional Evaluation of Seismic Damages of Reinforced Concrete Buildings—Case Study: Standard R/C School Building in Hyogo Prefecture, Japan | Kawamura, H., Yamada, M., Tani, A., Fujitani, H. | 8WCEE | View | ||
| 32 | A Study in Seismic Resistance of Frame Structures | Khachian, E.E., Shaginian, S.G. Ambartsumian, V.A., Melkumian, M.G. | 8WCEE | View | ||
| 33 | Lateral-Torsional Response of Low-Rise Timber Buildings | Naik, T.R., Kaliszky, S., Soltis, L.A. | 8WCEE | View | ||
| 34 | Ductility Requirements for Shear Wall Structures in Seismic Areas | Keintzel, E | 8WCEE | View | ||
| 35 | Reinforced Hollow Clay Brick Masonry Shear Walls Under Seismic Actions | Bernardini, A., Giuffre, A., Modena, C | 8WCEE | View | ||
| 36 | A Mixed Finite Element Method for Dynamic Analysis of Seismically Loaded Structures— Application to Coupled Shear Walls | El Kamshoshy, F., Pister, K.S. | 8WCEE | View | ||
| 37 | Computed Nonlinear Analysis of R/C Coupled Shear Walls | Keshavarzian, M. Schnobrich, W.C. | 8WCEE | View | ||
| 38 | Preliminary Correlations for Shaking Table Tests of Precast Panel Walls | Malhas, F.A. | 8WCEE | View | ||
| 39 | Basic Properties of Clay-Unit Masonry Stack-Bond Prismsin Compression | McNary W.S., Atkinson, R.H., Abrams, D.P., Noland, J.L. | 8WCEE | View | ||
| 40 | Seismic Response Assessment for a Masonry High-Rise Building | Mills, R.S., Igusa, T. | 8WCEE | View | ||
| 41 | Structural Behavior of Concrete Walls with Shear Failure | Hernandez-Basilio, O. | 8WCEE | View | ||
| 42 | Effect of Diaphragm Flexibility on Seismic Response of Building Structures | Nakashima, M., Huang, T., Lu, L-W. | 8WCEE | View | ||
| 43 | Continuous Models for Frame and Shear-Wall Buildings with Flexible Floors | Jain, S.K., Jennings, P.C. | 8WCEE | View | ||
| 44 | Appropriateness of the Rigid Floor Assumption for Buildings with Irregular Features | Roper, S.C., Iding, R.H. | 8WCEE | View | ||
| 45 | The Influence of Diaphragm Flexibility on the Seismic Response of Buildings | Button, M.R., Kelly, T.E., Jones, L.R. | 8WCEE | View | ||
| 46 | A Survey of Building Damages During the El-Asnam, Algeria Earthquake of October 10, 1980 | Nakano, K., Awano, Y., Sugano, S., Tomita, K., Suitsu, H., Shindo, A. | 8WCEE | View | ||
| 47 | Performance of School Canopies during the October 10, 1980 El-Asnam, Algeria Earthquake | Cartin, J.F. | 8WCEE | View | ||
| 48 | Engineering Studies of Building Response During El-Asnam Earthquake of October 10, 1980 | Mallick, D.V. | 8WCEE | View | ||
| 49 | Analysis of R/C Structures Damaged by the 1980South Italy Earthquake | Takiguchi, K. Ichinose, T., Yoshii, M., Kubo, T., Iwashita, T. | 8WCEE | View | ||
| 50 | Earthquake Response of a Four-Story RC Building | Foutch, DA., Barenberg, M.E. | 8WCEE | View | ||
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