| 101 | J.D. Achenbach and A.M. Abo-Zena | Dynamic Analysis of Strike-Slip Faulting [5WCEE] |
| 102 | N.M. Newmark | Interpretation of Apparent Up throw of Objects in Earthquakes [5WCEE] |
| 103 | R.B. Reirner, RW. Clough, and J.M. Raphael | Evaluation of the Pacoima Dam Accelerogram [5WCEE] |
| 104 | D. Denham, G.R. Small, Australia, and I.B. Everingham | Some Strong-Motion Results from Papua New Guinea 1967-1972 [5WCEE] |
| 105 | T.Z. Zhunusov | Earthquake Resistance of Prestressed Reinforced Concrete and Conventional Structures [5WCEE] |
| 106 | G.A. Shapiro and V.F. Zakharov | Method of Determining Earthquake Resistance of Residential Buildings on the Basis of Vibrational Tests by Means of High-Power Generators [5WCEE] |
| 107 | F.V. Bobrov, E.E. Zukov, L.S. Kilimnik, G.S. Kulygin, E.S. Medvedeva, and V.S. Pavlyk | Aseismic Design of Buildings with the Ground Frame Storey [5WCEE] |
| 108 | E. Arioglu and K. Anadol | On the Earthquake Resistance of the Suleymaniye Mosque (Istanbul), in the Historical Perspective (1557-1973) [5WCEE] |
| 109 | G. Estrada- Uribe | Parabolic Lateral Loads for Earthquake Resistant Structures [5WCEE] |
| 110 | R.D. Hanson and G.V. Berg | Aseismic Design Procedure for Staggered Truss Framed Buildings [5WCEE] |
| 111 | R. Flores A. and R Arias F. | Force Deflection-Ratio, Its Control and Design [5WCEE] |
| 112 | R. Razani | Earthquake-Resistant Design of Structures Having Brittle-Type Load Resisting Elements with Emphasis on Masonry and Adobe Buildings in Iran [5WCEE] |
| 113 | O.A. Savinov, S.G. Napetvaridze, N.D. Krasnikov, V.F. Ivanistchev, and J.I. Natarius | New Design Standards for Hydraulic Structures in the Seismic Zones of the U.S.S.R. [5WCEE] |
| 114 | F. Novoa M. | Prepared Discussion [5WCEE] |
| 115 | N.M. Newmark and W.J. Hall | A Rational Approach to Seismic Design Standards for Structures [5WCEE] |
| 116 | J A. Blume | Elements of a Dynamic-Inelastic Design Code [5WCEE] |
| 117 | H.J. Degenkolb | Codes and Engineering Practices as Related to Current Research Developments [5WCEE] |
| 118 | H.E. Chapman | Earthquake Resistant Design of Bridges and the N.Z. Ministry of Works Bridge Design Manual [5WCEE] |
| 119 | N.A. Nikolaenko and S.V. Uljanov | Statistical Analysis of Nonlinear Parametric Systems by Strong-Motion Earthquake Excitation [5WCEE] |
| 120 | S. Sachansky and G. Brankov | Influence of the Nonelastic Deformations on the Structures on the Changing of Dynamic Characteristics and Response [5WCEE] |
| 121 | A.S. Arya | Inelastic and Reserve Energy Analysis of Multsitoreyed Buildings [5WCEE] |
| 122 | K. Takeyama | Earthquake Response of a Building Collided with a Neighboring Building [5WCEE] |
| 123 | H. Umemura, H. Aoyama, and H. Takizawa | Analysis of the Behavior of Reinforced Concrete Structures During Strong Earthquakes Based on Empirical Estimation of Inelastic Restoring Force Characteristics of Members [5WCEE] |
| 124 | J. Sakurai and J.K. Minami | Some Effects of Nearby Structures on the Seismic Response of Buildings [5WCEE] |
| 125 | A.GÜrpinar and E. Karaesmen | Reliability of a Randomly Excited Ductile Reinforced Concrete Frame [5WCEE] |
| 126 | G.H. Powell and A. Kanaan | General Purpose Computer Program for Inelastic Dynamic Response of Plane Structures [5WCEE] |
| 127 | T. Takeda, and K. Nakagawa | Inelastic Earthquake Response of Reinforced Concrete Buildings [5WCEE] |
| 128 | S. Igarashi, K. Inoue, M. Asano, and K. Ogawa | Restoring Force Characteristics of Steel Diagonal Bracings [5WCEE] |
| 129 | V.I.Weingarten, S.F. Masri, M. Lashkari, and K. Kahyai | Effect of Gravity Loading on the Earthquake Response of Cooling Towers [5WCEE] |
| 130 | F.Y. Cheng | Prepared Discussion [5WCEE] |
| 131 | R. Tanabashi, T. Nakamura, and S. Ishida | Gravity Effect on the Catastrophic Dynamic Response of Strain-Hardening Multi-Story Frames [5WCEE] |
| 132 | S. Tani and S. Nomura | Response of Reinforced Concrete Structures Characterized by [5WCEE] |
| 133 | H. Goto, Japan, and H. lemura | Earthquake Response of Single-Degree-of-Freedom Hysteretic Structures [5WCEE] |
| 134 | A.K. Vaish and A.K. Chopra | Dynamic Analysis of Structure-Foundation Systems [5WCEE] |
| 135 | I. Sakamoto and M. Izumi | A Comparative Study Between Theory and Observation on Soil-Structure Interaction Problem [5WCEE] |
| 136 | H. Tsutsumi, Y. Kamiya, T. Kudoh, and S. Taguchi | Dynamic Analysis of Ground-Structure System, Based on Elastic Wave Theory [5WCEE] |
| 137 | N.N. Ambraseys | Prepared Discussion [5WCEE] |
| 138 | H.B. Seed and J.L. Alonso | Soil-Structure Interaction Effects in the Caracas Earthquake of 1967 [5WCEE] |
| 139 | T. Abe and A.H.-S. Ang | Seismic Response of Structures Buried Partially in a Multi-Layered Soil Medium [5WCEE] |
| 140 | A.G. Nazarov, R.O. Amassian, S.S. Darbinian, B.K. Karapetian, N.K. Karapetian, and S.S. Simonian | A Study of the Reaction of Structures Under Seismic Effects and the Mutual Effect of Structures with the Ground of the Base [5WCEE] |
| 141 | T. Ohta, A. Hara, S. Uchiyama, and M. Niwa | Dynamic Response of Buildings Supported on Piles Extending Through Soft Alluvial Subsoil Layers [5WCEE] |
| 142 | T. Minami | Elastic-Plastic Earthquake Response of Soil-Building Systems [5WCEE] |
| 143 | P.J. Hradilek, A.R. Carrveau, G.R. Saragoni and C.M. Duke | Evidence of Soil-Structure Interaction in Earthquakes [5WCEE] |
| 144 | T. Tajime and K. Miura | Vibrations of Under Ground Structure or of Revised Ground Portion Due to Earthquake and Those Influences to the Surrounding Ground [5WCEE] |
| 145 | T. Kobori and R. Minai | Dynamical Interaction of Multiple Strumental System on a Soil Medium [5WCEE] |
| 146 | A.J. Carr and P.J. Moss | The Dynamic Behavior of Structures as Influenced by Soil-Structure Interaction [5WCEE] |
| 147 | J.H. Rainer | Determination of Foundation Flexibilities of Structure [5WCEE] |
| 148 | P.W. Abeles | Free Discussion [5WCEE] |
| 149 | Z.D. Jankov and C.F. Reeves | Seismic Analysis of Lightweight Elastic Systems in Nuclear Power Plants [5WCEE] |
| 150 | G.C. Hart, R.B. Matthiesen, P. Ibanez, C.B. Smith, R. Vasudevan, and R. Di Julio, Jr. | Damping in Nuclear Reactors [5WCEE] |
| 151 | J. Gluck | An Energy Dissipation Factor as Structural Design Criterion for Strong Earthquake Motion [5WCEE] |
| 152 | T. Hisatoku and H. Matano | Aseismic Analysis of the Tall Building Structure with Coupled Shear Wall [5WCEE] |
| 153 | J.E. Carpenter, P.H. Kaar and W.G. Corley | Design of Ductile Flat Plate Structures to Resist Earthquakes [5WCEE] |
| 154 | A.C. Heidebrecht | Prepared Discussion [5WCEE] |
| 155 | T. Guendelman and J. Monge | Preliminary Seismic Analysis of Reinforced Concrete Tall Buildings [5WCEE] |
| 156 | T. Paulay | Some Seismic Aspects of Coupled Shear Walls [5WCEE] |
| 157 | T. Zsutty | Design of Shear Wall Systems for Non-Elastic Behavior During a Major Earthquake [5WCEE] |
| 158 | M. Paparoni, J. Ferry Borges, A. Ravara, and R.V. Whitman | Seismic Studies of Parque Central Buildings [5WCEE] |
| 159 | R. Yano, H. Suitsu, and H. Kobayashi | Earthquake Resistant Design of 52-Storied Shinjuku-Sumitomo Building [5WCEE] |
| 160 | A. Mazzeo La Creta | Earthquake Design of a 32-Story A-Shape Reinforced Concrete Building [5WCEE] |
| 161 | O.A. Glogau, A.J. Ballintine, R.L. Williams, and H.E. Chapman | New Zealand Parliament Buildings: Beehive [5WCEE] |
| 162 | K. Muto, T. Hisada, T. Tsugawa, and S. Bessho | Earthquake Resistant Design of a 20 Story Reinforced Concrete Building [5WCEE] |
| 163 | B. Goschy | Free Discussion [5WCEE] |
| 164 | R.A. Parmelee and R.J. Kudder | Seismic Soil-Structure Interaction of Embedded Buildings [5WCEE] |
| 165 | Y. Ohchi | Interaction Between a Large Structure and the Ground [5WCEE] |
| 166 | S. Tani, J. Sakurai, and M. Iguchi | The Effect of Plane Shape and Size of Buildings on the Input Earthquake Motions [5WCEE] |
| 167 | M. Shinozuka, T. Fukuda, and H. Asada | An Experimental Study on Structure-Ground Interaction [5WCEE] |
| 168 | P.B. MacCalden and R.B. Matthiesen | Coupled Response of Two Foundations [5WCEE] |
| 169 | Y. Kitagawa, R. Tamura, Y. Tanaka, and Y. Osawa | Investigation of Soil Building Interaction System on Large Models With Precast Panel [5WCEE] |
| 170 | A.S. Veletsos and B. Verbic | Dynamics of Elastic and Yielding Structure-Foundation Systems [5WCEE] |
| 171 | S.L. Agarwal | Soil-Structure Interaction of Dynamically Laterally Loaded Pile Based on Discrete-Element Method [5WCEE] |
| 172 | Y. Osawa, Y. Kitagawa, and R. Ishida | Response Analyses of Earthquake Motions Observed in and Around a Reinforced Concrete Building Including Building-Subsoil System [5WCEE] |
| 173 | H.B. Seed and I.M. Idriss | Soil-Structure Interaction of Massive Embedded Structures During Earthquakes [5WCEE] |
| 174 | H. Kobayashi | Damping Coefficients of Structural Vibration Related to Subsoil Conditions [5WCEE] |
| 175 | S.C. Liu and L.W. Fagel | A Fast Fourier Transform Approach to Earthquake Soil-Structure Interaction Problems [5WCEE] |
| 176 | T. Masao and H. Tajimi | Earthquake Response of Multi-Story Building Considered Surface Layer- Basement Interaction [5WCEE] |
| 177 | T. Tassios | Prepared Discussion [5WCEE] |
| 178 | I. Alpan | The Dynamic Response of Pile Foundations to Lateral Forces [5WCEE] |
| 179 | J. Solnes, Iceland, and R. SigbjÖrnsson | Earthquake Response of Ramberg-Osgood Systems with Gravity Effects [5WCEE] |
| 180 | C.W. Lin, Pennsylvania | Response Spectral Solution for Structures with Multiple Support Input [5WCEE] |
| 181 | S.A. Anagnostopoulos, J.M. Roesset, and J.M. Biggs | Non-Linear Dynamic Analysis of Buildings with Torsional Effects [5WCEE] |
| 182 | W.A. Nash, U.T. Chon, and C.E. Hutchinson | Cumulative Damage Effects in Seismic Structures [5WCEE] |
| 183 | L.V. Constantopoulos, J.M. Roesset, and J.T. Christian | A Comparison of Linear and Exact Nonlinear Analyses of Soil Amplification [5WCEE] |
| 184 | K.J. Bathe and E.L. Wilson | Linear and Nonlinear Earthquake Analysis of Complex Structures [5WCEE] |
| 185 | D.A.W. Pecknold and MA. Sozen | Calculated Inelastic Structural Response to Uniaxial and Biaxial Earthquake Motions [5WCEE] |
| 186 | W.D. Iwan | A Model for the Dynamic Analysis of Deteriorating Structures [5WCEE] |
| 187 | T. Kobori, R. Minai, and T. Fujiwara | Earthquake Response of Frame Structures Composed of Inelastic Members [5WCEE] |
| 188 | V.V. Bertero | Prepared Discussion [5WCEE] |
| 189 | F.A. Imbeault and N.N. Nielsen | Effect of Degrading Stiffness on the Response of Multistory Frames Subjectedto Earthquakes [5WCEE] |
| 190 | J. Vasquez, Chile, E.P. Popov, and V.V. Bertero | Earthquakes Analysis of Steel Frames with Non-Rigid Joints [5WCEE] |
| 191 | E.A. Anagnostopoulos and J.M. Roesset | Ductility Requirements for Some Nonlinear Systems Subjected to Earthquakes
[5WCEE] |
| 192 | O.A. Pekau and R. Green | Inelastic Structures with Set-Backs [5WCEE] |
| 193 | F. Horie and T . Odaka | Consideration on Effect of Hysteresis Damping for Composite Systems [5WCEE] |
| 194 | A. Ryall, W.U. Savage, and CJ. Koizumi, Nevada | Seismic Potential in the Western Nevada/Eastern California Region [5WCEE] |
| 195 | V. Perinetti, F. Delia Scala, S. Crescenzi, and M. Caputo | Proposals for a More Thorough Evaluation of the Seismic Risk in Italy [5WCEE] |
| 196 | G. Abbate, P. Gasparini, and G. Troncone | Prepared Discussion [5WCEE] |
| 197 | M. Caputo, Italy | Introduction to the Seismic Risk in Italy [5WCEE] |
| 198 | M. Stojkovic and V. Mihailov | Some Results of the Investigations in the Seismic Microzoning of Banjaluka [5WCEE] |
| 199 | J.P. Grases | Earthquake Hazard in the Caribbean Area on the Basis of Historical Studies [5WCEE] |
| 200 | J. Ibanez | Destructive Power of Earthquakes [5WCEE] |