| 201 | H. J. Degenkolb | THEME REPORT [6WCEE] |
| 202 | J. S. Bawa | REMARKS OF THE CHAIRMAN [6WCEE] |
| 203 | R. C Sonpal and A. A. Dave | EARTHQUAKE RESISTANT DESIGN OF EARTH SLOPES [6WCEE] |
| 204 | JU. M. Eskin | EVALUATION OF VIBRATIONS, STRESS STATE AND STABILITY OF THE STRUCTURAL FOUNDATION SUBSOILS [6WCEE] |
| 205 | M. A. Sherif, I. Ishibashi and W. M. Miller | THE EQUIVALENT DYNAMIC SHEAR MODULI FOR DRY SANDS [6WCEE] |
| 206 | Bill T. D. Lu, Joseph A. Fischer and Jong C. Peir | FEASIBILITY STUDY OF ONE-DIMENSIONAL APPROXIMATION FOR SEISMIC RESPONSE ANALYSIS [6WCEE] |
| 207 | N. Takewaki, K. Takegawa and M. Iguro | CHARACTERISTIC OP SEMI-INFINITE ELEMENT AND ITS APPLICATION TO DYNAMIC PROBLEM [6WCEE] |
| 208 | Ali Erguvanli | THE INFLUENCE OF MINERALOGICAL COMPOSITION ON THE DAMPING CAPACITY OF COHESIVE SOILS [6WCEE] |
| 209 | W. D. Liam Finn and Kwok W. Lee | EARTHQUAKE GENERATED SETTLEMENTS IN SATURATED SANDS [6WCEE] |
| 210 | W. D. Liam Finn and Erol Varoglu | SEISMIC ANALYSIS OF DAM-RESERVOIR-FOUNDATION SYSTEMS [6WCEE] |
| 211 | Trifun A. Paskalov | CONTRIBUTION TO THE SHEAR RESPONSE OF A TWO DIMENSIONAL TRUNCATED WEDGE WITH TRAPEZOIDAL BOUNDARIES [6WCEE] |
| 212 | A. Capecchi and G. Conti | DYNAMIC AND STATIC BEHAVIOUR OF SAND SPECIMEN [6WCEE] |
| 213 | Michiko Ohhashi | GROUND BEHAVIORS FROM NUMERICAL CALCULATIONS AND DYNAMIC TESTS [6WCEE] |
| 214 | A. T. Farooqui | AN EXPERIMENTAL SETUP FOR DYNAMIC RESPONSE OF COHESIVE SOIL SAMPLES [6WCEE] |
| 215 | P. Nandakumaran and Vijay A.T. Puri | EVALUATION OF DYNAMIC SHEAR MODULUS AT A SITE [6WCEE] |
| 216 | Tsuneo Imai | P- AND S-WAVE VELOCITIES IN SUBSURFACE LAYERS OF GROUND IN JAPAN [6WCEE] |
| 217 | G. Aramaki and K. Koga | AN EXPERIMENTAL STUDY OF THE CHARACTERISTICS OF THE SUB GRADE REACTION IN THE POOR SUBSOIL [6WCEE] |
| 218 | T. Noji and M. Yokoyama | EARTHQUAKE OBSERVATION ON SOFT GROUND AND DATA ANALYSES [6WCEE] |
| 219 | P. Nandakumaran, S. Mukerjee and Anand S. Arya | LIQUEFACTION POTENTIAL OF ALLUVIAL DEPOSITS [6WCEE] |
| 220 | Hisao Goto and Masaru Kitaura | SAND LIQUEFACTION NEAR STRUCTURAL FOUNDATION [6WCEE] |
| 221 | Zen Yang, Donald Anderson and Reid Mclamore | DYNAMIC PROPERTIES OF AN OVER CONSOLIDATED CLAY [6WCEE] |
| 222 | R. M. Lastrico, S. K. Saxena, J. A. Fischer and T. M. Gates | STATIC AND DYNAMIC PROPERTIES OF A NATURALLY CEMENTED SAND [6WCEE] |
| 223 | N. D. Krasnikov, A. P. Troitsky and L. Eisler | EXPERIMENTAL STUDIES AND CALCULATIONS OF EARTH DAM SEISMIC STABILITY [6WCEE] |
| 224 | L. S. Srivastava | A METHOD OF DESIGN OF ROCK SLOPES SUBJECTED TO STRONG GROUND MOTION [6WCEE] |
| 225 | Vijay K. Khosla and Ram D. Singh | MECHANICAL CHARACTERIZATION OF ELASTIC-PLASTIC WORK-HARDENING SOILS [6WCEE] |
| 226 | Swami Saran and Shamsher Prakash | EFFECT OF WALL MOVEMENT ON LATERAL EARTH PRESSURE [6WCEE] |
| 227 | S. K. Sarma | STABILITY ANALYSIS OF EARTH DAMS AND EMBANKMENTS DURING STRONG EARTHQUAKES [6WCEE] |
| 228 | M. P. Singh and P. K. Agrawal | A STOCHASTIC METHOD FOR SEISMIC STABILITY EVALUATION OF EARTH STRUCTURES WITH STRAIN DEPENDENT PROPERTIES [6WCEE] |
| 229 | P. I. Jakovlev | COEFFICIENTS OF ACTIVE AND PASSIVE EARTH PRESSURE ON RETAINING WALLS UNDER SEISMIC CONDITIONS [6WCEE] |
| 230 | Ju. M. Eskin and L. A. Eisler | PLANE VIBRATIONS OF SATURATED SOIL IN STRUCTURAL FOUNDATION [6WCEE] |
| 231 | O. A.Savinov and Ja. I. Natarius | OPERATIONAL MEANS OF INCREASING SEISMIC STABILITY OF EARTH DAMS [6WCEE] |
| 232 | K. D. Hill, V. W. Lee and F. E. Udwadia | NON LINEAR SOIL IDENTIFICATION [6WCEE] |
| 233 | H. Boncheva | SOIL AMPLIFICATION FACTOR OF SURFACE WAVES [6WCEE] |
| 234 | Y. S. Chae and W.C.Au | DYNAMIC PROPERTIES OF EXPANSIVE SOILS TREATED WITH ADDITIVES [6WCEE] |
| 235 | Noritoshi Goto, Hiroshi Kagmi, Keishi Shiono and Yutaka Ohta | AN EASY CAPABLE AND HIGH-PRECISE SHEAR WAVE MEASUREMENT BY MEANS OF STANDARD PENETRATION TEST [6WCEE] |
| 236 | J. H. Troncoso, F. R. Brown and R. P. Miller | IN SITU IMPLUSE MEASUREMENTS OF SHEAR MODULUS OF SOILS AS A FUNCTION OF STRAIN [6WCEE] |
| 237 | F. E. Richart, Jr., D. G. Anderson and K. H. Stokoe | PREDICTING IN SITU STRAIN-DEPENDENT SHEAR MODULI OF SOIL [6WCEE] |
| 238 | Toshio Iwasaki and Fumio Tatsuoka | DYNAMIC SOIL PROPERTIES WITH EMPHASIS ON COMPARISON OF LABORATORY TESTS AND FIELD MEASUREMENTS [6WCEE] |
| 239 | Yasuyuki Esashi, Yasuo Yoshida and Koichi Nishi | AN EXPLORATORY METHOD FOR DYNAMIC PROPERTIES OF GROUND THROUGH BOREHOLE WALL [6WCEE] |
| 240 | S. D. Werner and D. Van Dillen | USE OF ANALYTICAL AND STATISTICAL TECHNIQUES TO ASSESS IN-SITU SOIL TEST PROCEDURES [6WCEE] |
| 241 | Naotsune Taga and Yutaka Togashi | DYNAMIC PROPERTIES OF A STRATIFIED FLUID SATURATED SOIL LAYER [6WCEE] |
| 242 | Vincenzo Franciosi | A THREE-SPHERICAL MODEL : AN APPROACH TO THE DYNAMIC STUDY OF REGULAR COHERENT SOIL [6WCEE] |
| 243 | P. J. Moss and A.J. Garr | THE SEISMIC BEHAVIOUR OF RIVER VALLEYS [6WCEE] |
| 244 | G. A. Ayala and G. R. Aranda | BOUNDARY CONDITIONS IN SOIL AMPLIFICATION STUDIES [6WCEE] |
| 245 | Sukhmander Singh and N. C. Donovan | SEISMIC RESPONSE OF FROZEN-THAWED SOIL SYSTEMS [6WCEE] |
| 246 | M. Migliore | ON THE STABILITY OF A WALL EMBANKMENT SUBJECTED TO EARTHQUAKE [6WCEE] |
| 247 | S. Bhargava, L. S. Srirastava, P. Nandakumaran and A. S. Arya | STABILITY OF DOWNSTREAM SLOPE OF BEAS DAM AT PONG UNDER EARTHQUAKE [6WCEE] |
| 248 | Anand S. Arya, Krishen Kumarf P. Nandakwnaran, Vijay K. Puri mid S. Bhargava | SOME ASPECTS OF ASEISMIC DESIGN OF ROCKFILL DAMS [6WCEE] |
| 249 | T. Takahashi Y. Sawada, T. Kokusho and K. Kunii | STUDY ON DYNAMIC BEHAVIORS OF ROCKFILL DAMS [6WCEE] |
| 250 | S. Okamoto, C. Tamura, T. Ohmachi and K. Kato | STUDY OF EFFECTS OF A BEAM ON THE STABILITY ON ROCK FILL DAMS DURING EARTHQUAKES [6WCEE] |
| 251 | Hiroyuki Watanabe | A CONSIDERATION ON THE SEISMIC COEFFICIENT OF ROCK AND EARTH FILL DAMS THROUGH OBSERVED ACCELEROGRAMS AND MODEL TESTS [6WCEE] |
| 252 | M. G. Sharma and M. C. Wang | RHEOLOGICAL PROPERTIES OF A COHESIVE SOIL [6WCEE] |
| 253 | R. K. M. Bhandari | COUNTERING LIQUEFACTION BY SUBSOIL DENSIFICATION AT A REFINERY COMPLEX IN ASSAM, INDIA [6WCEE] |
| 254 | P. Nandakumaran, S. Bhargava and S. Mukerjee | LIQUEFACTION POTENTIAL OF DENSE SAND SURROUNDED BY LOOSE SANDS [6WCEE] |
| 255 | K. Tanimoto | EVALUATION OF LIQUEFACTION POTENTIAL OF SANDY DEPOSITS BY A STATISTICAL METHOD [6WCEE] |
| 256 | C. B. Crouse, Ricardo Guzman and Carlos Espana | PROBABILISTIC EVALUATION OF LIQUEFACTION WITH AN APPLICATION TO A SITE NEAR A SUBDUCTION ZONE [6WCEE] |
| 257 | T. Leslie Youd and Seena N. Hoose | LIQUEFACTION SUSCEPTIBILITY AND GEOLOGIC SETTING [6WCEE] |
| 258 | I. H. Chou and A. Oguntala | LIKELIHOOD OF LIQUEFACTION [6WCEE] |
| 259 | M. A. Sherif, I. Ishibashi and C. Tsuchiya | INFLUENCE OF PORE-PRESSURE COEFFICIENT-B ON SOIL LIQUEFACTION POTENTIAL [6WCEE] |
| 260 | Mani Kant Gupta and Shamsher Prakash | SAND LIQUEFACTION DURING SHAKE TABLE VIBRATION [6WCEE] |
| 261 | K. Ishihara and H. Takatsu | PORE PRESSURE BUILDUP IN INITIALLY SHEARED SAND SUBJECTED TO IRREGULAR EXCITATION [6WCEE] |
| 262 | W. D. L. Finn and Y. P. Vaid | LIQUEFACTION POTENTIAL FROM DRAINED CONSTANT VOLUME CYCLIC SIMPLE SHEAR TESTS [6WCEE] |
| 263 | William E. Wolfe, Mokhtar Annaki and Kenneth L. Lee | SOIL LIQUEFACTION IN CYCLIC CUBIC TEST APPARATUS [6WCEE] |
| 264 | W. D. Liam Finn | THEME REPORT [6WCEE] |
| 265 | Reza Razani | INVESTIGATION OF LATERAL RESISTANCE OF MASONRY AND ADOBE STRUCTURES BY MEANS OF A TILTING TABLE [6WCEE] |
| 266 | V. A. Stepanian | ULTIMATE STATE PARAMETER AND SEISMORESISTANCE RESERVE STUDIES ON THE BASIS R. C. COLUMN AND FRAME TESTS UNDER DYNAMIC AND STATIC CYCLICAL LOADING [6WCEE] |
| 267 | A. M. Paramzin and I. G. Gorovits | ANALYSIS OF EFFECT OF LIGHTWEIGHT CONCRETE USE IN SEISMIC-RESISTANT MULTISTOREY BUILDINGS [6WCEE] |
| 268 | S. P. Gordeeva and S. G. Shulman | THE APPROXIMATE APPROCH TO EVALUATING SESIMIC LOADS ON STRUCTURES INTERACTING WITH WATER [6WCEE] |
| 269 | L. Sh. Kilimnik | OPTIMAL PARAMETERS ANALYSIS OF MULTISTOREY BUILDINGS FOR SEISMIC AREAS [6WCEE] |
| 270 | J.M. Eisenberg | OPTIMAL EARTHQUAKE PROTECTION SYSTEM WHEN SEISMOLOGICAL INFORMATION IS INCOMPLETE OR/AND UNCERTAIN [6WCEE] |
| 271 | A. K. Basak and Y. P. Gupta | BEHAVIOUR OF TALL STRUCTURES LIKE MULTISTOREY FRAMES, TRANSMISSION TOWER SUBJECTED TO DYNAMIC LATERAL FORCES [6WCEE] |
| 272 | D. K. Paul and P. K. Swamee | HYDRODYNAMIC PRESSURE ON DAMS [6WCEE] |
| 273 | S. S. Saini | DESIGN OFFICE APPROACH FOR THE ASEISMIC DESIGN OF CONCRETE GRAVITY DAMS [6WCEE] |
| 274 | F. Novoa M. | EARTHQUAKE ANALYSIS VIA GENERALIZED NETWORK METHODS, PRINCIPLES, POSSIBILITIES AND PRACTICE [6WCEE] |
| 275 | H. Sandi | LOAD COMBINATIONS FOR ASEISMIC DESIGN [6WCEE] |
| 276 | A. K. Gupta and T. C. Longlais | DESIGN OF BASE SLABS FOR THREE COMPONENTS OF EARTHQUAKE [6WCEE] |
| 277 | A. T. Derecho, G. N. Freskakis and Mark Fintel | THE EFFECT OF THE FREQUENCY CHARACTERISTICS OF GROUND MOTIONS ON NONLINEAR STRUCTURAL RESPONSE [6WCEE] |
| 278 | S. K. Ghosh and Mark Fintel | EFFECTS OF AXIAL LOADING ON SLENDER STRUCTURAL WALLS IN EARTHQUAKE RESISTANT MULTISTORY BUILDINGS [6WCEE] |
| 279 | N. C. Donovan and J. E. Valera | REVIEW OF PROCEDURES FOR DEVELOPING SEISMIC DESIGN PARAMETERS [6WCEE] |
| 280 | Sukenobu Tani and Tomoya Nagasaka | AN ANALYTICAL STUDY ON RESTORING FORCE CHARACTERISTICS OF REINFORCED CONCRETE FRAMED STRUCTURES [6WCEE] |
| 281 | M. A. Iqbal and J. F. Glova | SEISMIC DESIGN OF CAISSONS FOR IN-SITU CONDITIONS [6WCEE] |
| 282 | Eiichi Kuribayashi, Toshio Iwasaki and Kazuhiko Kawashima | EARTHQUAKE RESISTANCE OF SUBSURFACE TUBULAR STRUCTURES [6WCEE] |
| 283 | Juan Cassis | OPTIMUM DESIGN OF EARTHQUAKE RESISTANT STRUCTURE [6WCEE] |
| 284 | A. Negoita and H. Barbat | SEISMIC ANALYSIS OF CONICAL FRUSTUM ELEVATED WATER TANKS [6WCEE] |
| 285 | Ricardo A. Guzman, C. B. Crouse and Paul C. Jennings | DESIGN SPECTRA FOR MAJOR PROJECTS BASED ON EXTRAPOLATION OF REPRESENTATIVE RESPONSE SPECTRA [6WCEE] |
| 286 | P. H. Kaar and W. G. Corley | PROPERTIES OF CONFINED CONCRETE FOR DESIGN OF EARTHQUAKE RESISTANT STRUCTURES [6WCEE] |
| 287 | F. Y. Cheng and D. Srifuengfung | EARTHQUAKE STRUCTURAL DESIGN BASED ON OPTIMALITY CRITERION [6WCEE] |
| 288 | V. S. Mujumdar | AN APPROACH TO EARTHQUAKE RESISTANT DESIGN OF PRECAST CONCRETE BEARING WALL BUILDINGS [6WCEE] |
| 289 | Navin Jerath, F. E. Udwadia and Hristo Kapsarov | EXPERIMENTAL AND THEORETICAL STUDIES OF TIME VARIATIONS OF STRUCTURAL PROPERTIES DURING STRONG GROUND SHAKING [6WCEE] |
| 290 | Kon Zilch and Gertraud Lappas | RESPONSE AND STRESSES OF STRUCTURES SUBJECTED TO Two DIRECTIONAL EARTHQUAKE EXCITATION [6WCEE] |
| 291 | Y. V. Glina | STRUCTURAL DESIGN OF EARTHQUAKE-PROOF FRAMELESS IN-SITU CONCRETE RESIDENTIAL BUILDINGS IN THE USSR [6WCEE] |
| 292 | Orhan Pekin, Faruk Sirmali, Kemal Ozden and Pratima Rani | A CONSTRUCTION METHOD PROVIDING HIGH EARTHQUAKE RESISTANCE IN REINFORCED CONCRETE BUILDINGS [6WCEE] |
| 293 | E. B. Khachian | A STUDY OF SEISMIC INFLUENCES ON STRUCTURES CONSIDERING THEIR LENGTH AND HEIGHT [6WCEE] |
| 294 | T. Kh. Bukharbaev | THEORETICAL AND EXPERIMENTAL INVESTIGATIONS OF SEISMIC-RESISTANT BOX UNIT STRUCTURES [6WCEE] |
| 295 | T. L. Gvelesiani, J. N. Kilasonia and G. P. Mamradze | WAVE GENERATION IN A RESERVOIR AND HYDRO DYNAMIC PRESSURE IN TUNNEL AND CONDUITE OF HYDROELECTRIC PLANT DURING AN EARTHQUAKE [6WCEE] |
| 296 | Sh. A. Djabua, T. N. Chachava, G. G. Abashidze, N. M. Djishkariani and G. S. Kemoklidze | RESEARCH ON SEISMIC RESISTANCE OF LARGE-PANEL APARTMENT BUILDINGS [6WCEE] |
| 297 | E. A. Sekhniashvili | ON THE EFFECTIVE USE OF LIGHT CONCRETE AND REINFORCED CONCRETE IN CONSTRUCTION IN SEISMIC REGIONS [6WCEE] |
| 298 | Yu. V. Izmailov, E. V. Ilchenko, A. P. Pochapsky, K.I. Tarnovsky and A. A. Chuprina | SEISMIC STABILITY OF COMPOSED WALL STRUCTURES MADE OF NATURAL STONE [6WCEE] |
| 299 | Yu. V. Izmailov | PRESENT-DAY SOLUTIONS OF ANTISEISMIC STONE BUILDINGS [6WCEE] |
| 300 | L. A. Gordon and V. A. Zobolotnaya | EARTHQUAKE DESIGN OF REINFORCED CONCRETE COOLING TOWERS [6WCEE] |