| 101 | J. Prince and F. H. Rodriguez | AN EVALUATION OF THE MEXICAN STRONG MOTION RADIO TELEMETRY NETWORK AFTER THREE YEARS OF OPERATION [6WCEE] |
| 102 | D. E. Hudson | THEME REPORT [6WCEE] |
| 103 | Reza Razani | PROPOSED STANDARD METHOD FOR DYNAMIC TESTING OF REINFORCED CONCRETE MEMBERS AND FOR PRESENTATION OF TEST RESULTS [6WCEE] |
| 104 | G. N. Kartzivadze and Gh. B. Metreveli | MODEL INVESTIGATION OF TUNNELS SEISMIC RESISTANCE [6WCEE] |
| 105 | T. Z. Varadanashvili and P. A. Gutidze | MODEL INVESTIGATIONS OF ARCH DAMS RESPONSE ON SEISMIC EFFECT [6WCEE] |
| 106 | R. Shepherd, K. C. F. Spring and E. H. Mead | TESTS ON STEEL BEAM-COLUMN JOINTS [6WCEE] |
| 107 | Kenneth D. Munski and W.O. Keightley | TILTING PLATFORM FOR MEASURING EARTHQUAKE RESISTANCE OF SMALL BUILDINGS [6WCEE] |
| 108 | V. Ya. Lipovskaya and B. P. Yaryshev | UTILIZATION OF ULTRASONIC MODELLING PROCEDURE FOR STUDIES OF SEISMIC PROCESSES IN NON-UNIFORM ROCK FOUNDATIONS OF DAMS [6WCEE] |
| 109 | A. Negoita, I. Missir and F. Scharf | SEISMIC ANALYSIS OF MULTISTORY PREFABRICATED FRAMED STRUCTURES [6WCEE] |
| 110 | P. Srinivasulu, N. Lakshmanan and C. V. Vaidyanathan | ASSESSMENT OF A MULTISTOREYED BUILDING BY VIBRATION TESTS [6WCEE] |
| 111 | Paolo Belli | TESTS ON SPATIAL FRAMES SUBJECTED TO HORIZONTAL ROTATING LOADS UNTIL THE INCREMENTAL COLLAPSE [6WCEE] |
| 112 | Y. M. Mirabal | THE INFLUENCE OF PARTITION WALLSON THE RIGIDITY OF FRAME STRUCTURES [6WCEE] |
| 113 | A. K. Basak and Y. P. Gupta | EXPERIMENTAL DETERMINATION OF LATERAL STIFFNESS CHARACTERISTICS OF SPACE FRAMED THREE DIMENSIONAL STEEL STRUCTURES [6WCEE] |
| 114 | Takeru Hiromatsu | REGRESSION ANALYSIS ON RESONANCE CURVES OF FORCED VIBRATION TESTS AND ITS ERROR ESTIMATION DUE TO MICROTREMORS [6WCEE] |
| 115 | G. A. Aliev | INFLUENCE OF PROPERTIES AND STRESSED STATE OF FOUNDATION SOILS ON ABSORPTION AND DIFFUSION OF ENERGY OF SEISMIC VIBRATIONS [6WCEE] |
| 116 | P. H. Kaar and W. G. Corley | PROPERTIES OH CONFINED CONCRETE FOR DESIGN OF EARTHQUAKE RESISTANT STRUCTURES [6WCEE] |
| 117 | A. S. Zadgaonkar and M. G. Tarnekar | ACOUSTO OPTICO METHOD OF ANALYSIS OF DYNAMIC ROCK STRUCTURE [6WCEE] |
| 118 | G. A. Chapiro and G. N. Ashkinadze | ON THE NON-LINEAR DEFORMATIONS BASE OF EARTHQUAKE PROOF BUILDINGS UNDER OSCILLATIONS [6WCEE] |
| 119 | G. A. Shapiro and VS. Zakharov | THE DEPENDENCE OF INTERIAL FORCE UPON DISPLACEMENT IN THE NON-LINEAR AREA UNDER OSCILLATIONS (BASING ON THE DATA RESULTED FROM THE HIGH CAPACITY VJBRO-TESTS OP STRUCTURES) [6WCEE] |
| 120 | Y. V. Barkov and Y. V Glina | THE RESEARCH INTO THE EARTHQUAKE-PROOF CAPACITY OF IN-SITU CONCRETE FRAMELESS RESIDENTIAL BUILDINGS BY VIBRO-TESTS OF THE LARGE-SIZE REINFORCED CONCRETE [6WCEE] |
| 121 | G. N. Ashkinadze and Y. A. Simon | THE STUDY OF NON-LINEAR PERFORMANCE OF STRUCTURES IN FRAMELESS EARTHQUAKE-PROOF RESIDENTIAL BUILDINGS BY MEANS OF POWERFUL VIBRATORS [6WCEE] |
| 122 | Anand S. Arya S. K. Thakkar and Pratima Rani | APPROXIMATE VIBRATION ANALYSIS OF A CABLE STAYED BRIDGE [6WCEE] |
| 123 | I. L. Korchynsky and G. A. Aliev | BEHAVIOUR OF STRUCTURES DURING EARTHQUAKES BEYOND THE LIMITS OF THE ELASTIC STAGE [6WCEE] |
| 124 | D. V. Monahenko | PRINCIPLES OF PHYSICAL MODELLING OF STRUCTURES RESISTANT TO EARTHQUAKES [6WCEE] |
| 125 | B. A. Belogorodsky, L. K. Malyshev and A. A. Panteleev | THE SOLUTION OF SEISMIC STABILITY PROBLEMS ON SMALL-SCALE MODELS BY OPTIC METHODS [6WCEE] |
| 126 | J. A. Diaz and E. Del Valle | DYNAMICS LABORATORY OF THE NATIONAL UNIVERSITY OF MEXICO [6WCEE] |
| 127 | J. H. Rainer and A. Van Selst | DYNAMIC PROPERTIES OF A SUSPENSION BRIDGE [6WCEE] |
| 128 | T.A. Paskalov, J.T. Petrovski D. V. Jurukovski and B. M. Taskovski | FORCED VIBRATION FULL-SCALE TESTS ON EARTH-FILL AND ROCK-FILL DAMS [6WCEE] |
| 129 | F. Calciati, A. Castoldi, M. Fanelli and C. Mazzieri | IN SITU TESTS FOR THE DETERMINATION OF THE DYNAMIC CHARACTERISTICS OF SOME ITALIAN DAMS [6WCEE] |
| 130 | D. Diaconu, M. Manolovici, M. Iticovici, S. Marinescu, S. Carlan and I. Soroccanu | SEISMIC RESPONSE OF ELEVATED WATER-TOWERS, WITH TRONCONIC TANKS AND CENTRAL TUBE, TAKING INTO ACCOUNT THE WATER SWINGING EFFECT [6WCEE] |
| 131 | H. S. Ward | EXPERIMENTAL TECHNIQUES AND RESULTS FOR DYNAMIC TESTS ON STRUCTURES AND SOILS [6WCEE] |
| 132 | H. Kobayashi and N. Sugiyama | VISCOUS DAMPING OF STRUCTURES RELATED TO FOUNDATION CONDITIONS [6WCEE] |
| 133 | A. E. Fiorato, R. G. Oesterle and W. G. Corley | DUCTILITY OF STRUCTURAL WALLS FOR DESIGN OF EARTHQUAKE RESISTANT BUILDINGS [6WCEE] |
| 134 | N. M. Hawkins, D. Mitchell and D. W. Symonds | HYSTERETIC BEHAVIOR OF CONCRETE SLAB TO COLUMN CONNECTIONS [6WCEE] |
| 135 | F. Focardi | EXPERIMENTS ON THE SPATIAL BEHAVIOR OF PLASTIC FRAMES [6WCEE] |
| 136 | M. Yamada, B. Tsuji and S. Nakanishi | ELASTO-PLASTIC BEHAVIOR OF BRACED FRAMES UNDER CYCLIC HORIZONTAL LOADING [6WCEE] |
| 137 | A. Ravara, A. Mayorga and C. Carvalho | SEISMIC TESTS OF INFILLED REINFORCED CONCRETE FRAMES [6WCEE] |
| 138 | G. M. Sabnis and Richard N. White | SMALL SCALE MODELS OF CONCRETE STRUCTURE SUBJECTED TO DYNAMIC LOADS [6WCEE] |
| 139 | Shunsuke Otani | EARTHQUAKE TESTS OF SHEAR WALL-FRAME STRUCTURES TO FAILURE [6WCEE] |
| 140 | C. K. Chen, R. M. Czarnecki and R. E. Scholl | VIBRATION TESTS OF A 4-STORY CONCRETE STRUCTURE [6WCEE] |
| 141 | Joze Bostiancic | MODEL MATERIALS SUITABLE FOR DYNAMIC TESTS OF MODELS IN THE PLASTIC RANGE [6WCEE] |
| 142 | David J. Tang and R. W. Clough | MATHEMATICAL MODELING OF A STEEL FRAME STRUCTURES [6WCEE] |
| 143 | C Mihai, D. Diaconu, M. Manolovici, St. Marinescu, St. Cirlan, M. Iticovici, D. Amariei and I. Soroceanu | ON THE STATIC AND SEISMIC BEHAVIOUR OF A STRUCTURAL MODEL OF AN INDUSTRIAL STORIED HALL [6WCEE] |
| 144 | A. H. Hadjian, C. B. Smith, A. Haldar and P. Ibanez | VARIABILITY IN ENGINEERING ASPECTS OF STRUCTURAL MODELING [6WCEE] |
| 145 | T. Okada and M. Seki | A SIMULATION OF EARTHQUAKE RESPONSE OF REINFORCED CONCRETE BUILDINGS [6WCEE] |
| 146 | T. Ohta, N. Adachi S. Uchiyama, M. Niwa and K. Takahashi | RESULTS OF VIBRATION TESTS ON TAIL BUILDINGS AND THEIR EARTHQUAKE RESPONSE [6WCEE] |
| 147 | R.M. Stephen and J. G. Bouwkamp | DYNAMIC BEHAVIOR OF AN ELEVEN STORY MASONRY BUILDING [6WCEE] |
| 148 | D. A. Foutch and P. C. Jennings | DYNAMIC TESTS OF FULL-SCALE STRUCTURES [6WCEE] |
| 149 | D. A. Foutch and G. W. Housner | OBSERVED CHANGES IN THE NATURAL PERIODS OF VIBRATION OF A NINE STORY STEEL FRAME BUILDING [6WCEE] |
| 150 | J. Penzien | THEME REPORT [6WCEE] |
| 151 | R. Flores | REMARKS OF THE CHAIRMAN [6WCEE] |
| 152 | S. K. Shrivastava, S. Nanda Kumar and V. M. Patwardhan | DESIGN EVALUATION OF REACTOR COMPONENTS FOR SEISMIC DISTURBANCES [6WCEE] |
| 153 | Joseph A. Fischer, Jong C. Peir and Bill T.D. Lu | COMPARISON OF SITE DEPENDENT AND REGULATORY AGENCY EARTHQUAKE INPUT MOTION USED IN THE DESIGN OF NUCLEAR POWER PLANT [6WCEE] |
| 154 | M. Bork and K. Neu | EARTHQUAKE SAFETY OF NUCLEAR POWER PLANTS— AN INTERPRETIVE REVIEW OF CURRENT DESIGN PRACTICE AND THE RELATED REGULATORY SYSTEM IN WEST GERMANY [6WCEE] |
| 155 | A. R. Chandrasekaran and D. K. Paul | DYNAMIC BEHAVIOUR OF EMBEDDED STRUCTURES [6WCEE] |
| 156 | Anand S. Arya, A.R. Chandrasekaran, S.K. Thakkar, D. K. Paul and A.D. Pander | SEISMIC ANALYSIS OF REACTOR BUILDING OF AN ATOMIC POWER PLANT ON ALLUVIAL SOIL [6WCEE] |
| 157 | Ish K. Aneja | SEISMIC RESPONSE OF FLOATING NUCLEAR POWER PLANT EQUIPMENT (TURBINE-GENERATOR ON STEEL FOUNDATION) [6WCEE] |
| 158 | Anand S. Arya A. R. Chandrasekaran, S. K. Thakkar, D. K. Paul and A. S. Warudkar | SEISMIC ANALYSIS OF REACTOR INTERNALS OF NARORA ATOMIC POWER PLANT, INDIA [6WCEE] |
| 159 | R. G. Dong and F. J. Tokarz | SEISMIC EFFECTS ON MODULARIZED SPENT FUEL STORAGE FACILITIES [6WCEE] |
| 160 | R. C. Murray and F. J. Tokarz | SEISMIC EVALUATION OF CRITICAL FACILITIES AT THE LAWRENCE LIVERMORE LABORATORY [6WCEE] |
| 161 | A. S. Arya, Brijesh Chandra and S. P. Gupta | SEISMIC ANALYSIS OF A COMPLEX TURBOGENERATOR BUILDING INCLUDING TORSION [6WCEE] |
| 162 | H. Umemura and H. Tanaka | ELASTIC-PLASTIC DYNAMIC ANALYSIS OF REACTOR BUILDINGS [6WCEE] |
| 163 | H. Kamil and V. V. Bertero | A NONLINEAR SEISMIC DESIGN PROCEDURE FOR NUCLEAR FACILITIES [6WCEE] |
| 164 | J. S. Dalal and P. R. Perumalswami | OVERTURNING BEHAVIOR OF NUCLEAR POWER PLANT STRUCTURES DURING EARTHQUAKES [6WCEE] |
| 165 | K. Muto and T. Kuroda | Two DIMENSIONAL VIBRATION TEST FOR A VERTICAL SLICE MODEL OF HTGR CORE [6WCEE] |
| 166 | A. C. Y. King and C. Chen | ARTIFICIAL EARTHQUAKE GENERATION FOR NUCLEAR POWER PLANT DESIGN [6WCEE] |
| 167 | R. R. Kunar and P. J. Beresford | EFFECTS OF SITE CONDITIONS ON FLOOR RESPONSE SPECTRA [6WCEE] |
| 168 | D. V. Reddy, 0. E. Moselhi and S. A. E. Sheha | DYNAMIC STRUCTURE-MEDIUM INTERACTION OF UNDERGROUND NUCLEAR REACTOR CONTAINMENTS [6WCEE] |
| 169 | A. S. Patwardhan, L. S. Cluff and D. Tocher | APPROACH TO PROBABILITY EVALUATION OF DESIGN EARTHQUAKES FOR NUCLEAR PLANTS [6WCEE] |
| 170 | H. E. Ermutlu | PROBABILISTIC DYNAMIC EARTHQUAKE ANALYSIS OF NUCLEAR POWER PLANTS [6WCEE] |
| 171 | V. Ramachandran | THEME REPORT [6WCEE] |
| 172 | G. Guerra and I. Rienzo | REINFORCEMENT AND REPAIR OF MASONRY BUILDINGS IN SEISMIC AREAS [6WCEE] |
| 173 | A. I. Martemyanov | OVER THE ASSESSMENT OF THE EFFICACY OF RESTORATION JOBS ON BRICK BUILDINGS DAMAGED BY EARTHQUAKE [6WCEE] |
| 174 | William E. Gates, John O. Robb and Ullrich A. Foth | PERIOD RELATIONSHIPS FROM INSTRUMENTED BUILDINGS IN THE 1971 SAN FERNANDO EARTHQUAKE [6WCEE] |
| 175 | Nobuo Miyajima and Jiro Miyauchi | COMPARATIVE STUDY ON THE OBSERVATION OF A WATERPIPE DURING EARTHQUAKE AND THE EQUIVALENT VISCOUS THEORY [6WCEE] |
| 176 | Loring A. Wyllie Jr. and Chris D. Poland | A VERTICAL ACCELERATION FAILURE IN MANAGUA [6WCEE] |
| 177 | Shigeo Nakayama and Osamu Kiyomiya | OBSERVATION OF THE DYNAMIC BEHAVIOR OF KINUURA SUBMERGED TUNNEL DURING EARTHQUAKES [6WCEE] |
| 178 | B. Simeonov | STRENGTHENING AND EARTHQUAKE RESISTANT DESIGN OF AN EIGHT STORIED REINFORCED-CONCRETE APARTMENT BUILDING [6WCEE] |
| 179 | Nobuji Nastu Satoru Kazama, Takaki Morioka and Hiroshi Oishi | SEISMOMETRIC INVESTIGATION OF THE MOTION OF A SUBMERGED TUNNEL IN EARTHQUAKE AND AT ORDINARY TIME [6WCEE] |
| 180 | Boris Bresler, L. Graham and R. Sharpe | EMERGENCY POST-EARTHQUAKE INSPECTION AND EVALUATION OF DAMAGE IN BUILDINGS [6WCEE] |
| 181 | B. Pant and P. C. Saxena | BASIS OF DESIGN DECISIONS IN STRENGTHENING A DAM SUBJECTED TO EARTHQUAKE DAMAGE- A CASE HISTORY [6WCEE] |
| 182 | T. Tassios, P. Plainis and G. Vassiliou | COLUMN BEAM JOINTS FAILED UNDER SEISMIC LOADING, REPAIRED AND RE-TESTED UNDER SEISMIC LOADING [6WCEE] |
| 183 | Y. Gyoten, K. Mizuhata and T. Fukusumi | AN INVESTIGATION ON MECHANICAL RELIABILITY OF SHEAR WALL REPAIRED WITH EPOXY MORTAR [6WCEE] |
| 184 | Anand S. Arya and S. K. Thakkar | INTERACTION EFFECT IN GRAVITY DAM WITH EARTH BACKING [6WCEE] |
| 185 | Sigmund A. freeman | MODIFICATION OF STRUCTURES TO SATISFY NEW SEISMIC CRITERIA [6WCEE] |
| 186 | Y. Higashi, M. Ohkubo ami KOU Fujimata | BEHAVIOR OF REINFORCED CONCRETE COLUMNS AND FRAMES STRENGTHENED BY ADDING PRECAST CONCRETE WALLS [6WCEE] |
| 187 | L. F. Kahn and R. D. Hanson | REINFORCED CONCRETE SHEAR WALLS FOR ASEISMIC STRENGTHENING [6WCEE] |
| 188 | J. M. Ptecnik,J. E. Amrhein, J. Warner, W. H. Jay and C. V. Chelapati | REPAIR OF EARTHQUAKE DAMAGED CONCRETE MASONRY SYSTEMS SUBJECTED TO STATIC AND DYNAMIC LOADS AND ELEVATED TEMPERATURES [6WCEE] |
| 189 | D. L. N. Lee, J.K.Wight and R.D. Hanson | REPAIR OF DAMAGED REINFORCED CONCRETE FRAME STRUCTURES [6WCEE] |
| 190 | L.G. Selna | COLLAPSE ANALYSIS OF MULTISTORY BUILDINGS [6WCEE] |
| 191 | P. Gulkan | THE INELASTIC RESPONSE OF REPAIRED REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS [6WCEE] |
| 192 | T. Shiga | EARTHQUAKE DAMAGE AND THE AMOUNT OF WALLS IN REINFORCED CONCRETE BUILDINGS [6WCEE] |
| 193 | Bing C. Yen and W. L. Wang | SEISMICALLY INDUCED SHALLOW HILLSIDE SLOPE FAILURES [6WCEE] |
| 194 | G. Wayne Clough and Richard F. Fragaszy | A STUDY OF EARTH LOADINGS ON FLOODWAY RETAINING STRUCTURES IN THE 1971 SAN FERNANDO VALLEY EARTHQUAKE [6WCEE] |
| 195 | E. Kuribayashi, T. Iwasaki and F. Tatsuoka | A HISTORY OF SOIL LIQUEFACTION IN JAPAN [6WCEE] |
| 196 | M. K. Yegian and R. V. Whitman | SOIL LIQUEFACTION ANALYSIS BASED ON FIELD OBSERVATIONS [6WCEE] |
| 197 | R. Yarar, Semih S. Tezcan and H.Turan Durgunoglu | SOIL AMPLIFICATION EFFECTS IN THE ADAPAZARI, TURKEY, EARTHQUAKE OF 1967 [6WCEE] |
| 198 | H. Yokota, K. lchinose and Hiroshi Yamahara | EARTHQUAKE OBSERVATIONS AND ANALYSIS OF AN LPG TANK AND ITS FOUNDATION SOFT SOIL [6WCEE] |
| 199 | Marvin R. Niccum, Lloyd S. Cluff, Filadelfo Chamorro and Loring A. Wyllie, Jr. | BANCO CENTRAL DE NICARAGUA: A CASE HISTORY OF A HIGH-RISE BUILDING THAT SURVIVED SURFACE FAULT RUPTURE [6WCEE] |
| 200 | Loring A. Wyllie, Jr., Filadelfo chamorro, Lloyd Cluff and Marvin R. Niccum | PERFORMANCE OF BANCO CENTRAL RELATED TO FAULTING [6WCEE] |