| 12801 | M. Yamada, B. Tsuji and S. Nakanishi | ELASTO-PLASTIC BEHAVIOR OF BRACED FRAMES UNDER CYCLIC HORIZONTAL LOADING [6WCEE] |
| 12802 | A. Ravara, A. Mayorga and C. Carvalho | SEISMIC TESTS OF INFILLED REINFORCED CONCRETE FRAMES [6WCEE] |
| 12803 | G. M. Sabnis and Richard N. White | SMALL SCALE MODELS OF CONCRETE STRUCTURE SUBJECTED TO DYNAMIC LOADS [6WCEE] |
| 12804 | Shunsuke Otani | EARTHQUAKE TESTS OF SHEAR WALL-FRAME STRUCTURES TO FAILURE [6WCEE] |
| 12805 | C. K. Chen, R. M. Czarnecki and R. E. Scholl | VIBRATION TESTS OF A 4-STORY CONCRETE STRUCTURE [6WCEE] |
| 12806 | Joze Bostiancic | MODEL MATERIALS SUITABLE FOR DYNAMIC TESTS OF MODELS IN THE PLASTIC RANGE [6WCEE] |
| 12807 | David J. Tang and R. W. Clough | MATHEMATICAL MODELING OF A STEEL FRAME STRUCTURES [6WCEE] |
| 12808 | 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] |
| 12809 | A. H. Hadjian, C. B. Smith, A. Haldar and P. Ibanez | VARIABILITY IN ENGINEERING ASPECTS OF STRUCTURAL MODELING [6WCEE] |
| 12810 | T. Okada and M. Seki | A SIMULATION OF EARTHQUAKE RESPONSE OF REINFORCED CONCRETE BUILDINGS [6WCEE] |
| 12811 | T. Ohta, N. Adachi S. Uchiyama, M. Niwa and K. Takahashi | RESULTS OF VIBRATION TESTS ON TAIL BUILDINGS AND THEIR EARTHQUAKE RESPONSE [6WCEE] |
| 12812 | R.M. Stephen and J. G. Bouwkamp | DYNAMIC BEHAVIOR OF AN ELEVEN STORY MASONRY BUILDING [6WCEE] |
| 12813 | D. A. Foutch and P. C. Jennings | DYNAMIC TESTS OF FULL-SCALE STRUCTURES [6WCEE] |
| 12814 | D. A. Foutch and G. W. Housner | OBSERVED CHANGES IN THE NATURAL PERIODS OF VIBRATION OF A NINE STORY STEEL FRAME BUILDING [6WCEE] |
| 12815 | J. Penzien | THEME REPORT [6WCEE] |
| 12816 | R. Flores | REMARKS OF THE CHAIRMAN [6WCEE] |
| 12817 | S. K. Shrivastava, S. Nanda Kumar and V. M. Patwardhan | DESIGN EVALUATION OF REACTOR COMPONENTS FOR SEISMIC DISTURBANCES [6WCEE] |
| 12818 | 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] |
| 12819 | 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] |
| 12820 | A. R. Chandrasekaran and D. K. Paul | DYNAMIC BEHAVIOUR OF EMBEDDED STRUCTURES [6WCEE] |
| 12821 | 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] |
| 12822 | Ish K. Aneja | SEISMIC RESPONSE OF FLOATING NUCLEAR POWER PLANT EQUIPMENT (TURBINE-GENERATOR ON STEEL FOUNDATION) [6WCEE] |
| 12823 | 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] |
| 12824 | R. G. Dong and F. J. Tokarz | SEISMIC EFFECTS ON MODULARIZED SPENT FUEL STORAGE FACILITIES [6WCEE] |
| 12825 | R. C. Murray and F. J. Tokarz | SEISMIC EVALUATION OF CRITICAL FACILITIES AT THE LAWRENCE LIVERMORE LABORATORY [6WCEE] |
| 12826 | A. S. Arya, Brijesh Chandra and S. P. Gupta | SEISMIC ANALYSIS OF A COMPLEX TURBOGENERATOR BUILDING INCLUDING TORSION [6WCEE] |
| 12827 | H. Umemura and H. Tanaka | ELASTIC-PLASTIC DYNAMIC ANALYSIS OF REACTOR BUILDINGS [6WCEE] |
| 12828 | H. Kamil and V. V. Bertero | A NONLINEAR SEISMIC DESIGN PROCEDURE FOR NUCLEAR FACILITIES [6WCEE] |
| 12829 | J. S. Dalal and P. R. Perumalswami | OVERTURNING BEHAVIOR OF NUCLEAR POWER PLANT STRUCTURES DURING EARTHQUAKES [6WCEE] |
| 12830 | K. Muto and T. Kuroda | Two DIMENSIONAL VIBRATION TEST FOR A VERTICAL SLICE MODEL OF HTGR CORE [6WCEE] |
| 12831 | A. C. Y. King and C. Chen | ARTIFICIAL EARTHQUAKE GENERATION FOR NUCLEAR POWER PLANT DESIGN [6WCEE] |
| 12832 | R. R. Kunar and P. J. Beresford | EFFECTS OF SITE CONDITIONS ON FLOOR RESPONSE SPECTRA [6WCEE] |
| 12833 | D. V. Reddy, 0. E. Moselhi and S. A. E. Sheha | DYNAMIC STRUCTURE-MEDIUM INTERACTION OF UNDERGROUND NUCLEAR REACTOR CONTAINMENTS [6WCEE] |
| 12834 | A. S. Patwardhan, L. S. Cluff and D. Tocher | APPROACH TO PROBABILITY EVALUATION OF DESIGN EARTHQUAKES FOR NUCLEAR PLANTS [6WCEE] |
| 12835 | H. E. Ermutlu | PROBABILISTIC DYNAMIC EARTHQUAKE ANALYSIS OF NUCLEAR POWER PLANTS [6WCEE] |
| 12836 | V. Ramachandran | THEME REPORT [6WCEE] |
| 12837 | G. Guerra and I. Rienzo | REINFORCEMENT AND REPAIR OF MASONRY BUILDINGS IN SEISMIC AREAS [6WCEE] |
| 12838 | A. I. Martemyanov | OVER THE ASSESSMENT OF THE EFFICACY OF RESTORATION JOBS ON BRICK BUILDINGS DAMAGED BY EARTHQUAKE [6WCEE] |
| 12839 | William E. Gates, John O. Robb and Ullrich A. Foth | PERIOD RELATIONSHIPS FROM INSTRUMENTED BUILDINGS IN THE 1971 SAN FERNANDO EARTHQUAKE [6WCEE] |
| 12840 | Nobuo Miyajima and Jiro Miyauchi | COMPARATIVE STUDY ON THE OBSERVATION OF A WATERPIPE DURING EARTHQUAKE AND THE EQUIVALENT VISCOUS THEORY [6WCEE] |
| 12841 | Loring A. Wyllie Jr. and Chris D. Poland | A VERTICAL ACCELERATION FAILURE IN MANAGUA [6WCEE] |
| 12842 | Shigeo Nakayama and Osamu Kiyomiya | OBSERVATION OF THE DYNAMIC BEHAVIOR OF KINUURA SUBMERGED TUNNEL DURING EARTHQUAKES [6WCEE] |
| 12843 | B. Simeonov | STRENGTHENING AND EARTHQUAKE RESISTANT DESIGN OF AN EIGHT STORIED REINFORCED-CONCRETE APARTMENT BUILDING [6WCEE] |
| 12844 | 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] |
| 12845 | Boris Bresler, L. Graham and R. Sharpe | EMERGENCY POST-EARTHQUAKE INSPECTION AND EVALUATION OF DAMAGE IN BUILDINGS [6WCEE] |
| 12846 | B. Pant and P. C. Saxena | BASIS OF DESIGN DECISIONS IN STRENGTHENING A DAM SUBJECTED TO EARTHQUAKE DAMAGE- A CASE HISTORY [6WCEE] |
| 12847 | T. Tassios, P. Plainis and G. Vassiliou | COLUMN BEAM JOINTS FAILED UNDER SEISMIC LOADING, REPAIRED AND RE-TESTED UNDER SEISMIC LOADING [6WCEE] |
| 12848 | Y. Gyoten, K. Mizuhata and T. Fukusumi | AN INVESTIGATION ON MECHANICAL RELIABILITY OF SHEAR WALL REPAIRED WITH EPOXY MORTAR [6WCEE] |
| 12849 | Anand S. Arya and S. K. Thakkar | INTERACTION EFFECT IN GRAVITY DAM WITH EARTH BACKING [6WCEE] |
| 12850 | Sigmund A. freeman | MODIFICATION OF STRUCTURES TO SATISFY NEW SEISMIC CRITERIA [6WCEE] |
| 12851 | Y. Higashi, M. Ohkubo ami KOU Fujimata | BEHAVIOR OF REINFORCED CONCRETE COLUMNS AND FRAMES STRENGTHENED BY ADDING PRECAST CONCRETE WALLS [6WCEE] |
| 12852 | L. F. Kahn and R. D. Hanson | REINFORCED CONCRETE SHEAR WALLS FOR ASEISMIC STRENGTHENING [6WCEE] |
| 12853 | 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] |
| 12854 | D. L. N. Lee, J.K.Wight and R.D. Hanson | REPAIR OF DAMAGED REINFORCED CONCRETE FRAME STRUCTURES [6WCEE] |
| 12855 | L.G. Selna | COLLAPSE ANALYSIS OF MULTISTORY BUILDINGS [6WCEE] |
| 12856 | P. Gulkan | THE INELASTIC RESPONSE OF REPAIRED REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS [6WCEE] |
| 12857 | T. Shiga | EARTHQUAKE DAMAGE AND THE AMOUNT OF WALLS IN REINFORCED CONCRETE BUILDINGS [6WCEE] |
| 12858 | Bing C. Yen and W. L. Wang | SEISMICALLY INDUCED SHALLOW HILLSIDE SLOPE FAILURES [6WCEE] |
| 12859 | G. Wayne Clough and Richard F. Fragaszy | A STUDY OF EARTH LOADINGS ON FLOODWAY RETAINING STRUCTURES IN THE 1971 SAN FERNANDO VALLEY EARTHQUAKE [6WCEE] |
| 12860 | E. Kuribayashi, T. Iwasaki and F. Tatsuoka | A HISTORY OF SOIL LIQUEFACTION IN JAPAN [6WCEE] |
| 12861 | M. K. Yegian and R. V. Whitman | SOIL LIQUEFACTION ANALYSIS BASED ON FIELD OBSERVATIONS [6WCEE] |
| 12862 | R. Yarar, Semih S. Tezcan and H.Turan Durgunoglu | SOIL AMPLIFICATION EFFECTS IN THE ADAPAZARI, TURKEY, EARTHQUAKE OF 1967 [6WCEE] |
| 12863 | H. Yokota, K. lchinose and Hiroshi Yamahara | EARTHQUAKE OBSERVATIONS AND ANALYSIS OF AN LPG TANK AND ITS FOUNDATION SOFT SOIL [6WCEE] |
| 12864 | 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] |
| 12865 | Loring A. Wyllie, Jr., Filadelfo chamorro, Lloyd Cluff and Marvin R. Niccum | PERFORMANCE OF BANCO CENTRAL RELATED TO FAULTING [6WCEE] |
| 12866 | H. J. Degenkolb | THEME REPORT [6WCEE] |
| 12867 | J. S. Bawa | REMARKS OF THE CHAIRMAN [6WCEE] |
| 12868 | R. C Sonpal and A. A. Dave | EARTHQUAKE RESISTANT DESIGN OF EARTH SLOPES [6WCEE] |
| 12869 | JU. M. Eskin | EVALUATION OF VIBRATIONS, STRESS STATE AND STABILITY OF THE STRUCTURAL FOUNDATION SUBSOILS [6WCEE] |
| 12870 | M. A. Sherif, I. Ishibashi and W. M. Miller | THE EQUIVALENT DYNAMIC SHEAR MODULI FOR DRY SANDS [6WCEE] |
| 12871 | Bill T. D. Lu, Joseph A. Fischer and Jong C. Peir | FEASIBILITY STUDY OF ONE-DIMENSIONAL APPROXIMATION FOR SEISMIC RESPONSE ANALYSIS [6WCEE] |
| 12872 | N. Takewaki, K. Takegawa and M. Iguro | CHARACTERISTIC OP SEMI-INFINITE ELEMENT AND ITS APPLICATION TO DYNAMIC PROBLEM [6WCEE] |
| 12873 | Ali Erguvanli | THE INFLUENCE OF MINERALOGICAL COMPOSITION ON THE DAMPING CAPACITY OF COHESIVE SOILS [6WCEE] |
| 12874 | W. D. Liam Finn and Kwok W. Lee | EARTHQUAKE GENERATED SETTLEMENTS IN SATURATED SANDS [6WCEE] |
| 12875 | W. D. Liam Finn and Erol Varoglu | SEISMIC ANALYSIS OF DAM-RESERVOIR-FOUNDATION SYSTEMS [6WCEE] |
| 12876 | Trifun A. Paskalov | CONTRIBUTION TO THE SHEAR RESPONSE OF A TWO DIMENSIONAL TRUNCATED WEDGE WITH TRAPEZOIDAL BOUNDARIES [6WCEE] |
| 12877 | A. Capecchi and G. Conti | DYNAMIC AND STATIC BEHAVIOUR OF SAND SPECIMEN [6WCEE] |
| 12878 | Michiko Ohhashi | GROUND BEHAVIORS FROM NUMERICAL CALCULATIONS AND DYNAMIC TESTS [6WCEE] |
| 12879 | A. T. Farooqui | AN EXPERIMENTAL SETUP FOR DYNAMIC RESPONSE OF COHESIVE SOIL SAMPLES [6WCEE] |
| 12880 | P. Nandakumaran and Vijay A.T. Puri | EVALUATION OF DYNAMIC SHEAR MODULUS AT A SITE [6WCEE] |
| 12881 | Tsuneo Imai | P- AND S-WAVE VELOCITIES IN SUBSURFACE LAYERS OF GROUND IN JAPAN [6WCEE] |
| 12882 | G. Aramaki and K. Koga | AN EXPERIMENTAL STUDY OF THE CHARACTERISTICS OF THE SUB GRADE REACTION IN THE POOR SUBSOIL [6WCEE] |
| 12883 | T. Noji and M. Yokoyama | EARTHQUAKE OBSERVATION ON SOFT GROUND AND DATA ANALYSES [6WCEE] |
| 12884 | P. Nandakumaran, S. Mukerjee and Anand S. Arya | LIQUEFACTION POTENTIAL OF ALLUVIAL DEPOSITS [6WCEE] |
| 12885 | Hisao Goto and Masaru Kitaura | SAND LIQUEFACTION NEAR STRUCTURAL FOUNDATION [6WCEE] |
| 12886 | Zen Yang, Donald Anderson and Reid Mclamore | DYNAMIC PROPERTIES OF AN OVER CONSOLIDATED CLAY [6WCEE] |
| 12887 | R. M. Lastrico, S. K. Saxena, J. A. Fischer and T. M. Gates | STATIC AND DYNAMIC PROPERTIES OF A NATURALLY CEMENTED SAND [6WCEE] |
| 12888 | N. D. Krasnikov, A. P. Troitsky and L. Eisler | EXPERIMENTAL STUDIES AND CALCULATIONS OF EARTH DAM SEISMIC STABILITY [6WCEE] |
| 12889 | L. S. Srivastava | A METHOD OF DESIGN OF ROCK SLOPES SUBJECTED TO STRONG GROUND MOTION [6WCEE] |
| 12890 | Vijay K. Khosla and Ram D. Singh | MECHANICAL CHARACTERIZATION OF ELASTIC-PLASTIC WORK-HARDENING SOILS [6WCEE] |
| 12891 | Swami Saran and Shamsher Prakash | EFFECT OF WALL MOVEMENT ON LATERAL EARTH PRESSURE [6WCEE] |
| 12892 | S. K. Sarma | STABILITY ANALYSIS OF EARTH DAMS AND EMBANKMENTS DURING STRONG EARTHQUAKES [6WCEE] |
| 12893 | M. P. Singh and P. K. Agrawal | A STOCHASTIC METHOD FOR SEISMIC STABILITY EVALUATION OF EARTH STRUCTURES WITH STRAIN DEPENDENT PROPERTIES [6WCEE] |
| 12894 | P. I. Jakovlev | COEFFICIENTS OF ACTIVE AND PASSIVE EARTH PRESSURE ON RETAINING WALLS UNDER SEISMIC CONDITIONS [6WCEE] |
| 12895 | Ju. M. Eskin and L. A. Eisler | PLANE VIBRATIONS OF SATURATED SOIL IN STRUCTURAL FOUNDATION [6WCEE] |
| 12896 | O. A.Savinov and Ja. I. Natarius | OPERATIONAL MEANS OF INCREASING SEISMIC STABILITY OF EARTH DAMS [6WCEE] |
| 12897 | K. D. Hill, V. W. Lee and F. E. Udwadia | NON LINEAR SOIL IDENTIFICATION [6WCEE] |
| 12898 | H. Boncheva | SOIL AMPLIFICATION FACTOR OF SURFACE WAVES [6WCEE] |
| 12899 | Y. S. Chae and W.C.Au | DYNAMIC PROPERTIES OF EXPANSIVE SOILS TREATED WITH ADDITIVES [6WCEE] |
| 12900 | 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] |