13001 | H.C. Shah, T. C. Zsutty, H.. Krawinkler L. Padilla and J. Dizon | A SEISMIC DESIGN PROCEDURE FOR NICARAGUA [6WCEE] |
13002 | J. Ferry Borges and Arture Ravara | THE NEW PORTUGUESE: SEISMIC CODE [6WCEE] |
13003 | O. A. Glogau | SOME COMMENTS ON THE NEW ZEALAND EARTHQUAKE LOADING PROVISIONS FOR BUILDINGS [6WCEE] |
13004 | O. A. Glogau | DAMAGE CONTROL IN NEW ZEALAND PUBLIC BUILDINGS THROUGH SEPARATION OF NON-STRUCTURAL COMPONENTS [6WCEE] |
13005 | A. Der-Kiureghian and A. H.-S. Ang | RISK-CONSISTENT EARTHQUAKE RESPONSE SPECTRA [6WCEE] |
13006 | M. G. Joseph and R. Radhakrishnan | ANALOGIES IN EARTHQUAKE AND WIND RESPONSE OF STRUCTURES [6WCEE] |
13007 | Mihail Ifrim and Tiberiu Zorapapel | A NEW SEMI PROBABILISTIC CONCEPT CONCERNING THE CODIFICATION OF THE SEISMIC ACTIONS [6WCEE] |
13008 | M, P. Singh, S. Singh and A. H.-S. Ang | EXTENDED APPLICATIONS OF RESPONSE SPECTRA CURVES IN SEISMIC DESIGN OF STRUCTURE [6WCEE] |
13009 | Vitelmo V. Bertero, Stephen A. Mahin and Ricardo A. Herr era | PROBLEMS IN PRESCRIBING RELIABLE DESIGN EARTHQUAKES [6WCEE] |
13010 | J. Ferry Borges | PRINCIPLES OF EARTHQUAKE RESISTANT DESIGN [6WCEE] |
13011 | Jai Krishna and A. R. Chandrasekaran | PROBLEMS IN EARTHQUAKE RESISTANT DESIGN [6WCEE] |
13012 | O. A. Glogau | THEME REPORT [6WCEE] |
13013 | T. H. Lee | SEISMIC RESPONSE OF THREE-DIMENSIONAL STRUCTURES ON NONLINEAR FOUNDATION ANALYZED BY DIFFERENTIAL INTEGRAL EQUATIONS [6WCEE] |
13014 | N.Ungureanu and I. Ciongradi | DYNAMIC AND EARTHQUAKE ANALYSIS OF SOME SHEAR WALL STRUCTURES WITH OPENINGS AND WALL DIAPHRAGM FRAMES CONSIDERING THE UNEQUAL SETTLEMENTS EFFECT OF FOUNDATION SOIL [6WCEE] |
13015 | Kenichi Ukaji, Kaare Hoeg and Haresh C.Shah | ELASTIC-PLASTIC DYNAMIC ANALYSIS OF SOIL-FOUNDATION- STRUCTURE INTERACTION [6WCEE] |
13016 | Yozo Goto | STUDIES ON PRACTICAL IDEALIZATION OF SOIL-PILE GROUP SYSTEM CONCERNING DYNAMIC INTERACTION [6WCEE] |
13017 | Minoru Tomizawa | EARTHQUAKE RESPONSE ESTIMATION OF STOCHASTIC SOIL-STRUCTURE SYSTEM [6WCEE] |
13018 | Eiichi Kuribayashi and Yutaka Iida | AN APPLICATION OF FINITE ELEMENT METHOD TO SOIL-FOUNDATION INTERACTION ANALYSIS [6WCEE] |
13019 | Y.C.Lee and D.P.Reddy | A STUDY OF BOUNDARY EFFECTS IN THE ANALYSIS OF NUCLEAR POWER PLANT STRUCTURES [6WCEE] |
13020 | Morio Takeuchi, Kikuo Kotoda and Satoru Kazama | ANALYTICAL METHOD OF DETERMINING THE SPRING CONSTANTS AVAILABLE FOR VARIOUS TYPES OF FOUNDATIONS [6WCEE] |
13021 | Kazufumi Hanada and Toyonori Kudah | ANALYSIS ON DYNAMIC BEHAVIOURS OF SEMI-INFINITE GROUND AND STRUCTURE SYSTEM [6WCEE] |
13022 | Y. P. Gupta A. K. Basak | EFFECT OF VARIOUS FILL MATERIALS BY THE SIDE OF FOUNDATION BLOCK ON ITS VIBRATION CHARACTERISTICS [6WCEE] |
13023 | Anand S. Arya, S. K. Thakkar, V. K. Puri mid Ravindra Prakash | RESPONSE OF FOUNDATION WELLS OF BRIDGES DURING EARTHQUAKE [6WCEE] |
13024 | E. Chianese and R. Sparaeio | DESIGN OF RETAINING WALLS IN SEISMIC AREAS [6WCEE] |
13025 | O. I. Ponomarev, A. M. Silkin and I. A. Berezin | INVESTIGATION OF STRESSED-STRAINED STATE OF REINFORCED CONCRETE PILLS UNDER HORIZONTAL LOADS OF THE SEISMIC TYPE [6WCEE] |
13026 | B.D. Kaufman, O. A. Savinov A. M. Uzdin and S.G. Shulman | ON STRUCTURE-FOUNDATION INTERACTION DURING EARTHQUAKES [6WCEE] |
13027 | A. N. Tetior, Yu. A. Shepljakov and A. A, Rubel | INVESTIGATION OF BREAST-WALL SHELL CONSTRUCTIONS ON EFFECT OF SEISMIC LOAD [6WCEE] |
13028 | V. A. Ilyichev and V. G. Taranov | THE EXPERIMENTAL METHOD FOR PREDICTION OF SOIL-STRUCTURE INTERACTION UNDER SEISMIC VIBRATIONS [6WCEE] |
13029 | E. Margason and D. M. Holloway | PILE BENDING DURING EARTHQUAKES [6WCEE] |
13030 | Paul D. Smith, Ashok K. Vaish and Frank L. Porter | SITE-STRUCTURE INTERACTION FOR A FLOATING NUCLEAR PLANT UNDER SEISMIC LOADING [6WCEE] |
13031 | A. H. Hadjian and J. E. Luco | ON THE IMPORTANCE OF LAYERING ON THE IMPEDANCE FUNCTIONS [6WCEE] |
13032 | R. F. Scott, H.-P Liu and J. Ting | DYNAMIC PILE: TESTS BY CENTRIFUGE MODELLING [6WCEE] |
13033 | F. M. Shikhiev and P. I. Jakovlev | CALCULATION OF BEARING CAPACITY FOR THE FOUNDATIONS SUBJECTED TO SEISMIC LOADS [6WCEE] |
13034 | T. R. Rashidov, G. Kh. Khozhmetov, V. A. Omelyanenko, A. A. Ishankhodzhaev and A. Kh. Matkarimov | INVESTIGATIONS OF EARTHQUAKE RESISTANCE OF CONSTRUCTIONS INTERACTING WITH SOIL [6WCEE] |
13035 | S. V. Medvedeva | THE INFLUENCE OF THE OVER GROUND AND UNDERGROUND PARTS OF CONSTRUCTION HEIGHTS CORRELATION ON THE INTENSITY OF SEISMIC EFFECT [6WCEE] |
13036 | N. Munirudrappa, B. K. Ramiah and B. C. Rajanna | RESPONSE OF EMBEDDED FOOTINGS AND STRUCTURES UNDER EARTHQUAKE MOTION [6WCEE] |
13037 | Jakim Petrovski | PREDICTION OF DYNAMIC RESPONSE OF EMBEDDED FOUNDATION [6WCEE] |
13038 | J. Petrovski and D. Jurukovski | INFLUENCE OF SOIL-STRUCTURE INTERACTION ON DYNAMIC RESPONSE OF STRUCTURES [6WCEE] |
13039 | Brijesh Chandra and S. R. Reddy | SEISMIC BEHAVIOUR OF FRAMED FOUNDATION FOR TURBO-GENERATORS [6WCEE] |
13040 | S. C. Sharda, Anand S. Arya and Shamsher Prakash | TESTS ON WELL FOUNDATION MODELS UNDER HORIZONTAL DYNAMIC LOADS [6WCEE] |
13041 | A. M. Abdel-Ghaffar and M. D. Trifunac | ANTIPLANE DYNAMIC SOIL-BRIDGE INTERACTION FOR INCIDENT PLANE SH-WAVES [6WCEE] |
13042 | I.Cionradi and N.Ungureanu | A DYNAMIC MODFL FOR THE SOIL-FOUNDATION-STRUCTURE INTERACTION IN THE EARTHQUAKE ANALYSIS OF FRAMFD STRUCTURES [6WCEE] |
13043 | M.N.Aydinoglu and A.Cakiroglu | DYNAMIC INTERACTION BETWEEN SOIL AND A GROUP OF BUILDINGS [6WCEE] |
13044 | H. Kamil,G.Kost and A.Gantayat | SOIL-PILE-STRUCTURE FLUID INTERACTION UNDER SEISMIC LOADS [6WCEE] |
13045 | Raul Flores-Berrones | A THEORETICAL APPROACH FOR COMPUTING RADIATION DAMPING IN END BEARING PILE FOUNDATIONS [6WCEE] |
13046 | J. Bielak and V. J. Palencia | DYNAMIC BEHAVIOUR OF STRUCTURES WITH PILE- SUPPORTED FOUNDATIONS [6WCEE] |
13047 | Yashihiro Sugimura | EARTHQUAKE OBSERVATION AND DYNAMIC ANALYSIS OF A BUILDING SUPPORTED ON LONG PILES [6WCEE] |
13048 | Soichi Kawamura,Hajime Umemura and Yutaka Osawa | EARTHQUAKE MOTION MEASUREMENTS OF A PILE-SUPPORTED BUILDING ON RECLAIMED GROUND [6WCEE] |
13049 | M.Novak | SOIL-PILE INTERACTION [6WCEE] |
13050 | Lawrence H. Wight | SOIL STRUCTURE INTERACTION IN NUCLEAR POWER PLANTS; A COMPARISON OF METHODS [6WCEE] |
13051 | J.E.Luco and H. L. Wong | DYNAMIC RESPONSE OF RECTANGULAR FOUNDATIONS FOR RAYLEIGH WAVF EXCITATION [6WCEE] |
13052 | Kiyoshi Kanai and Shigeru Shimosaka | ON THE SEISMIC DAMPING OF ACTUAL BUILDINGS (THE CASE OF THE: SAN FERNANDO EARTHQUAKE) [6WCEE] |
13053 | U.Holzlohner | EARTHQUAKE INDUCED RESIDUAL SETTLEMENTS OF FOUNDATIONS [6WCEE] |
13054 | Kenji Hagio, Akinori Suenaga, Toshio Yamada and Soichi Kawamura | EARTHQUAKE MOTION MEASUREMENT OF PLANT TOWERS ON SOFT SUBSOIL [6WCEE] |
13055 | H. Tajimi, C. Minowa and Y.Shinuamura | DYNAMIC RESPONSE OF A LARGE-SCALE SHAKING TABLE FOUNDATION AND ITS SURROUNDING GROUND [6WCEE] |
13056 | M. Hamada, T. Akimato and H. Izumi | DYNAMIC STRESS OF A SUBMERGED TUNNEL DURING EARTHQUAKES [6WCEE] |
13057 | M. Hamada and S. Sato | BEHAVIOUR OF UNDERGROUND TANK DURING EARTHQUAKES [6WCEE] |
13058 | R. Dungar and P. J. L. Eldred | THE EFFECT OF EARTHQUAKES ON THE FOUNDATION STABILITY OF GRAVITY OIL PLATFORMS [6WCEE] |
13059 | Michio Iguchi | A BASIC STUDY ON THE BEHAVIOUR OF LONG DIMENSIONAL SIZE BUILDINGS DURING EARTHQUAKES [6WCEE] |
13060 | Takuji Kobori, Ryolchiro Minai and Kaoru Kusakabe | DYNAMICAL CROSS- INTERACTION BETWEEN TWO FOUNDATIONS [6WCEE] |
13061 | J. Kazuo Minami and Joji Sakurai | EARTHQUAKE RESPONSE SPECTRA FOR SOIL-FOUNDATION-BUILDING SYSTEMS [6WCEE] |
13062 | Ismael Herrera and Jacobo Bielak | SOIL-STRUCTURE PROBLEM INTERACTION AS A DIFFRACTION [6WCEE] |
13063 | Y. Osawa, Y. Kitagawa and Y. Irie | EVALUATION OF VARIOUS PARAMETERS OH RESPONSE ANALYSIS OF EARTHQUAKE MOTIONS INCLUDING SOIL-BUILDING SYSTEM [6WCEE] |
13064 | B. D. Westermo and H. L. Wong | ON THE FUNDAMENTAL DIFFERENCES OF THREE BASIC SOIL STRUCTURE INTERACTION MODELS [6WCEE] |
13065 | Jorge A. Gutierrez and Anil K. Chopra | EVALUATION OF METHODS FOR EARTHQUAKE ANALYSIS OF STRUCTURE-SOIL INTERACTION [6WCEE] |
13066 | M. Novak | THEME REPORT [6WCEE] |
13067 | J. K. Minami | REMARKS OF THE CHAIRMAN OF THEME 4B [6WCEE] |
13068 | Emilia Juhasova | SEISMIC VIBRATION OF THE MULTISTORIED STRUCTURES WITH THE STIFF CORE [6WCEE] |
13069 | Akio Sakurai, Yoshio Masuko and Chizuko Kurihara | VERTICAL RESPONSE OBSERVATION OF TEN-STORIED BUILDING DURING RIGHT UNDER EARTHQUAKES [6WCEE] |
13070 | A, M. Paramzin and B. A. Akatushkin | SEISMIC RESPONSE ANALYSIS OF FRAMED STRUCTURES [6WCEE] |
13071 | L. N. Bobakov | APPLICATION OF THE THEORY OF WAVE PROPAGATION TO THE ANALYSIS OF STRUCTURAL DYNAMIC PARAMETERS [6WCEE] |
13072 | J. Petrovsk, D. Jurukovski, and N. Naumovski | EVALUATION OF MATHEMATICAL MODELS OF STRUCTURES FROM FULL-SCALE FORCED VIBRATION STUDIES AND RECORDS OF MODERATE EARTHQUAKES [6WCEE] |
13073 | P.Chowehuvech and R.K. Wen | DYNAMIC ANALYSIS OF UNDERGROUND CYLINDERS SUBJECTED TO EARTHQUAKE EXCITATIONS [6WCEE] |
13074 | Keiichi Ohtani | EVALUATION OF- MAXIMUM RESPONSES CONSIDERED GROUND CHARACTERISTICS [6WCEE] |
13075 | W.D. Liam Finn and Erol Varoglu | SEISMIC ANALYSIS OF DAM-RESERVOIR-FOUNDATION SYSTEMS [6WCEE] |
13076 | A.T. Derecho, G.N. Freskakis and Mark Fintel | THE EFFECT OP THE FREQUENCY CHARACTERISTICS OF GROUND MOTIONS ON NONLINEAR STRUCTURAL RESPONSE [6WCEE] |
13077 | Pisidhi Karasudhi and Ming-Sing Chu | SEISMIC ANALYSIS OF ASYMMETRIC SHEAR WALLFRAME BUILDINGS [6WCEE] |
13078 | Esli. J. Forrest R. Shepherd | DYNAMIC RESPONSE OF A 17 STOREY WELLINGTON BUILDING [6WCEE] |
13079 | R.F. Drenick and H.Kano | THE CRITICAL EXCITATION OF INELASTIC STRUCTURES [6WCEE] |
13080 | W.K. Tso, Tzu-I-Hsu and A. Rutenberg | RESPONSE SPECTRUM TECHNIQUE FOR ASYMMETRIC STRUCTURES [6WCEE] |
13081 | E. Benvenuto, A. Corsanego, A. Del Grosso and D. Stura | DYNAMIC BEHAVIOUR OF GUYED TOWERS UNDER SEISMIC EXCITATION [6WCEE] |
13082 | R.C. Murray and J. Tokarz | COMPARISON OF THE INELASTIC RESPONSE OF STEEL BUILDING FRAMES TO STRONG EARTHQUAKE NUCLEAR EXPLOSION GROUND MOTION [6WCEE] |
13083 | S. P. Sharma, S. K. Agrawal and B.K. Goyal | DYNAMIC ANALYSIS OF MULTISTORYED FRAMES CONNECTED WITH RIGID FLOORS [6WCEE] |
13084 | D.V. Mallick, R.Dungar and R.T. Severa | TORSIONAL VIBRATIONS OF CORE WALL STRUCTURES IN TALL BUILDINGS [6WCEE] |
13085 | James D. Cooper | FEDERAL HIGHWAY ADMINISTRATION HIGHWAY BRIDGE SEISMIC RESEARCH PROGRAM [6WCEE] |
13086 | J. Duhovnik and P. Fajfar | EARTHQUAKE RESPONSE ANALYSIS OF A 360 M HIGH CHIMNEY [6WCEE] |
13087 | G. C. Nayak and A. R. Chandrasekaran | MODIFIED ISOPARAMETRIC ELEMENTS FOR VIBRATION PROBLEMS [6WCEE] |
13088 | Aybars Gurpinar | LOW CYCLE FATIGUE OF SEISMICALLY EXCITED SYSTEMS [6WCEE] |
13089 | B. K. Raghu Prasad and K .S. Jagdish | THE INELASTIC TORSIONAL RESPONSE OF STRUCTURES TO EARTHQUAKE GROUND MOTIONS [6WCEE] |
13090 | E. G. Prater | RESPONSE OF AN EARTH DAM FOUNDED ON A SOIL DEPOSIT TO TRAVELLING SEISMIC WAVES [6WCEE] |
13091 | R. Dungar and J. A. Clarkson | THE EFFECTS OF HIGH INTENSITY EARTHQUAKES ON THE STABILITY OF THE CHIRA PIURA SPILLWAY, PERU —A NONLINEAR FOUNDATION/STRUCTURE ANALYSIS [6WCEE] |
13092 | V. S. Kelkar, S. Mazumdar and J. D. Buch | EARTHQUAKE ANALYSIS OF A TV TOWER STRUCTURE [6WCEE] |
13093 | F. Buckens | ANALYSIS OF THE DAMPED RESPONSE OF A MULTISTOREY BUILDING, CONSIDERED AS A HEAVY TIMOSHENKO BEAM, TO A BIDIMENSIONAL SHAKING MOTION OF THE GROUND [6WCEE] |
13094 | R. Teixeira Duarte | A PROBABILISTIC APPROACH OF THE STUDY OF LINEAR RESPONSE OF STRUCTURES UNDER MULTIPLE-SUPPORT, NON-STATIONARY GROUND SHAKING [6WCEE] |
13095 | J. M. Kelly and D. F. Tsztoo | ENERGY ABSORBING DEVICES IN STRUCTURES UNDER EARTHQUAKE LOADING [6WCEE] |
13096 | M. Ishac and A. Heidebrecht | DYNAMIC RESPONSE OF ASYMMETRIC SHEAR WALL FRAME BUILDING STRUCTURES [6WCEE] |
13097 | J. M. Eisenberg, A. I. Neiman and A. D. Abakarov | LIMIT STATES AND MATHEMATICAL MODELS OF STRUCTURES DETERMINED FROM SEISMIC RISK OPTIMIZATION PROBLEM [6WCEE] |
13098 | V. T. Rasskazovsky | RESPONSE SPECTRA FOR CALCULATING SEISMIC LOADS [6WCEE] |
13099 | R. L. Norton and V. 1. Weingarten | THE EFFECT OF ASYMMETRIC IMPERFECTIONS ON THE EARTHQUAKE RESPONSE OF HYPERBOLIC COOLING TOWERS [6WCEE] |
13100 | G.Brankov and S. Sachanski | RESPONSE OF LARGE PANEL BUILDINGS FOR EARTHQUAKE EXCITATION IN NON-ELASTIC STAGE [6WCEE] |