12701 | A. Negoita, M. Dumitras and I. Negoita | DUCTILITY OF BENT MEMBERS OF PRESTRESSED EXPANDED CLAY CONCRETE [6WCEE] |
12702 | B. Petrovic and J. Bouwkamp | TEST OF THE MODEL OF JOINT BETWEEN FLOOR SLAB AND SHEAR WALLS OF A PRECAST MULTISTORY BUILDING MADE OR PRESTRESSED CONCRETE [6WCEE] |
12703 | A. R. Santhakumar, A. Swamidurai and M. Lakshmipathy | BEHAVIOUR OF JOINTS IN PREFABRICATED SHEAR WALLS FOR SEISMIC ZONES [6WCEE] |
12704 | Kazuhiko Ishibashi, Tomohiko Kamimura and Yasuhisa Sonobe | BEHAVIOR OF RC BEAM-COLUMN CONNECTION WITH LARGE SIZE DEFORMED BARS UNDER CYCLIC LOADS [6WCEE] |
12705 | | [] |
12706 | Movses J. Kaldjian | INELASTIC CYCLIC RESPONSE OF SPLIT K-BRACED FRAMES [6WCEE] |
12707 | Mihaela Zamolo and Drazen Anicic | CYCLIC LOADING ON STRUCTURAL ASSEMBLAGE OF RC HIGH-RISE BUILDING WITH CORE AND PENDULUM COLUMNS [6WCEE] |
12708 | S. F. Masri and F. Udwadia | RESPONSE OF BEAMS TO CORRELATED RANDOM BASE EXCITATION [6WCEE] |
12709 | Hiroshi Imai, Masayoshi Yokoyama and Y. Sonobe | BEHAVIOR OF FRAMED SHEAR WALLS UNDER SHEAR LOAD [6WCEE] |
12710 | D. Prathuangsit, Subhash C. Goel and Robert D. Hansan | INELASTIC HYSTERESIS BEHAVIOR OF AXIALLY LOADED STEEL MEMBERS WITH ROTATIONAL END RESTRAINTS [6WCEE] |
12711 | Subhash C. Goel and W. S. Rumman | AN APPROACH TO MODEL REINFORCED CONCRETE CHIMNEYS FOR CALCULATING INELASTIC DYNAMIC RESPONSE [6WCEE] |
12712 | Haluk M. Aktan and R. D. Hanson | A METHOD TO ANALYZE THE CYCLIC BEHAVIOR OF REINFORCED CONCRETE SLENDER SHEAR WALLS [6WCEE] |
12713 | Y. Ishiguro, N. Kosuda, Y. Maehara and I. Shimoda | SHOCK ABSORBERS WITH VISCOUS SHEAR RESISTANCE AND ITS EXPERIMENT [6WCEE] |
12714 | A. W. Irwin and N. Andrew | PERFORMANCE OF MODEL REINFORCED CONCRETE CORES FOR TALL BUILDINGS CYCLED IN TORSION [6WCEE] |
12715 | R. G. Oesterle, A. E. Fiorato and W. G. Corley | FREE VIBRATION TESTS OF STRUCTURAL WALLS [6WCEE] |
12716 | T. Zh. Zhunusov and A. A. Bespayev | EFFECTS OF AMOUNT AND TYPE OF REINFORCEMENT ON BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER SEISMIC IMPULSE EXCITATION [6WCEE] |
12717 | R. Park and K. J. Thompson | SOME RECENT RESEARCH IN NEW ZEALAND INTO ASPECTS OF THE SEISMIC RESISTANCE OF PRESTRESSED CONCRETE FRAMES [6WCEE] |
12718 | M. A. Sozen, D. Arisiizabal and J. M. Lybas | MULTI-STORY WALLS SUBJECTED TO SIMULATED EARTHQUAKES [6WCEE] |
12719 | H. K. Barua and S. K. Mallick | BEHAVIOUR OF ONE STOREY REINFORCED CONCRETE FRAME INFILLED WITH BRICKWORK UNDER LATERAL LOADS [6WCEE] |
12720 | Y. Omote, R. L. Mayes, R. W. Clough and S. W. Chen | EFFECT OF TEST TECHNIQUE ON MASONRY SHEAR STRENGTH [6WCEE] |
12721 | O. I. Kvitsaridze, A. M. Kimberg, L. I. Urushadze, V. A. Gorodetsky, K. A. Zavriev and L. S. Makhviladze | EXPERIMENTAL STUDY OF PRESTRESSED REINFORCED CONCRETE ELEMENTS OF ANTISEISMIC BUILDINGS [6WCEE] |
12722 | R. L. Mayes, Y. Ornate and R. W. Clough | CYCLIC SHEAR TESTS ON MASONRY PIERS [6WCEE] |
12723 | M. Wakabayashi, T. Nakamura, M. Shibata, N. Yoshida and H. Masuda | HYSTERETIC BEHAVIOR OF STEEL BRACES SUBJECTED TO HORIZONTAL LOAD DUE TO EARTHQUAKE [6WCEE] |
12724 | M. Wakabayashi C. Mastui and I. Mitani | CYCLIC BEHAVIOR OF A RESTRAINED STEEL BRACE UNDER AXIAL LOADING [6WCEE] |
12725 | I. Mitani, M. Makino and C. Mastui | INFLUENCE OF LOCAL BUCKLING ON CYCLIC BEHAVIOR OF STEEL BEAM-COLUMNS [6WCEE] |
12726 | C. Matsui and I. Mitani | INELASTIC BEHAVIOUR OF HIGH STRENGTH STEEL FRAMES SUBJECTED TO CONSTANT VERTICAL AND ALTERNATING HORIZONTAL LOADS [6WCEE] |
12727 | T. Suzuki and T. Ono | AN EXPERIMENTAL STUDY ON INELASTIC BEHAVIOR OF STEEL MEMBERS SUBJECTED REPEATED LOADING [6WCEE] |
12728 | K. Takanashi, K. Udagawa and H. Tanaka | A SIMULATION OF EARTHQUAKE RESPONSE OF STEEL BUILDINGS [6WCEE] |
12729 | M. J. N. Priestley, R. Park, B. E. Davey and I. R.M. Munro | DUCTILITY OF REINFORCED CONCRETE BRIDGE PIERS [6WCEE] |
12730 | H. Umemura, H. Aoyama, M. Ito and Y. Hosokawa | ASEISMIC CHARACTERISTICS OF RC Box AND CYLINDER WALLS [6WCEE] |
12731 | D. Anicic and M. Zamolo | STRUCTURAL ASSEMBLAGE OF SHEAR WALL HIGH-RISE BUILDINGS EXPOSED TO CYCLIC LOADING [6WCEE] |
12732 | I Paskaleva | NON-ELASTIC HYSTERETIC BEHAVIOUR OF RC COLUMNS AND INFILLING WALLS [6WCEE] |
12733 | Y. Higashi, M. Ohkubo and M. Ohtsuka | INFLUENCES OF LOADING EXCURSIONS ON RESTORING FORCE CHARACTERISTICS AND FAILURE MODES OF REINFORCED CONCRETE COLUMNS [6WCEE] |
12734 | T. Shimazu and M. Hirai | CONFINEMENT EFFECTS OF WEB REINFORCEMENTS ON REINFORCED CONCRETE COLUMNS [6WCEE] |
12735 | H. Umemura, T. Shimazu, S. Tadehara, T. Konishi and Y. Abe | EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMNS WITH DOUBLE SPIRAL WEB REINFORCEMENTS [6WCEE] |
12736 | M. Ozaki and Y. Ishiyama | AN EVALUATION METHOD FOR THE EARTHQUAKE RESISTANT CAPACITY OF REINFORCED CONCRETE AND STEEL REINFORCED CONCRETE COLUMNS [6WCEE] |
12737 | K. Minami and M. Wakabayashi | SEISMIC RESISTANCE OF REINFORCED CONCRETE BEAM AND COLUMN ASSEMBLAGES WITH EMPHASIS ON SHEAR FAILURE OF COLUMN [6WCEE] |
12738 | R. W. G. Blakeley F. D. Edmonds, L. M. Megget and M. J.. N. Priestley | PERFORMANCE OF LARGE REINFORCED CONCRETE BEAM-COLUMN JOINT UNITS UNDER CYCLIC LOADING [6WCEE] |
12739 | M. Abad de Aleman D. F. Meinheit and J. O. Jirsa | INFLUENCE OF LATERAL BEAMS ON THE BEHAVIOR OF BEAM-COLUMN JOINTS [6WCEE] |
12740 | H. Aoyama, H Umemura and H Minamino | TESTS AND ANALYSES OF SRC BEAM-COLUMN SUBASSEMBLAGES [6WCEE] |
12741 | M. Yamada, H. Kawamura, K. Katagihara and H. Moritaka | CYCLIC DEFORMATION BEHAVIOUR OF REINFORCED CONCRETE SHEAR WALLS [6WCEE] |
12742 | T. Takayanagi and W. C Schnobrich | COMPUTED BEHAVIOR OF COUPLED SHEAR WALLS [6WCEE] |
12743 | Bilgin Atalay and Joseph Penzien | INELASTIC CYCLIC BEHAVIOR OF REINFORCED CONCRETE FLEXURAL MEMBERS [6WCEE] |
12744 | A. I. Cismigiu and L. C. Dogaru | BRITTLE MATTER DUCTILIZATION IN STRUCTURES [6WCEE] |
12745 | N. K. Gosain and J.O. Jirsa | BOND DETERIORATION IN REINFORCED CONCRETE MEMBERS UNDER CYCLIC LOADS [6WCEE] |
12746 | W.O. Keightley | BUILDING DAMPING BY COULOMB FRICTION [6WCEE] |
12747 | T. Kobori, Y. Inoue and M. Kawano | ELASTO-PLASTIC EARTHQUAKE RESPONSE OF FRAMES WITH SHEAR WALL [6WCEE] |
12748 | K. Mizuhata, Y. Gyoten and H. Kitamura | STUDY ON LOW CYCLE FATIGUE OF STRUCTURAL FRAMES DUE TO RANDOMLY VARYING LOAD [6WCEE] |
12749 | T. Shimazu and Y. Fukuhara | EXPERIMENTAL STUDY ON REINFORCED CONCRETE TRUSS FRAMES AS EARTHQUAKE RESISTANCE ELEMENTS [6WCEE] |
12750 | G. A. Hegemier, W. Nachbar, G. Krishnamoorthy and B. Barclay | EARTHQUAKE RESPONSE AND DAMAGE PREDICTION OF REINFORCED CONCRETE MASONRY MULTISTORY BUILDINGS PART II : SELECTED RESULTS [6WCEE] |
12751 | G. A. Hegemier, G. Krishnamoorthy, J. Isenberg and R. D. Ewing | EARTHQUAKE RESPONSE AND DAMAGE PREDICTION OF REINFORCED CONCRETE MASONRY MULTISTORY BUILDINGS PART I ; PROGRAM DEFINITION [6WCEE] |
12752 | Lincoln Edgar and V. V. Bertero | EVALUATION OF CONTRIBUTION OF FLOOR SYSTEM TO DYNAMIC CHARACTERISTICS OF MOMENT-RESISTING SPACE FRAMES [6WCEE] |
12753 | Peter Sheppard, Stane Trcelj and Viktor Turnsek | THE INFLUENCE OP HORIZONTALLY-PLACED REINFORCEMENT ON THIS SHEAR STRENGTH AND DUCTILITY OF MASONRY WALLS [6WCEE] |
12754 | Stane Trcelj Peter Sheppard and Viktor Turnsek | THE INFLUENCE OF FREQUENCY OF THE SHEAR STRENGTH AND DUCTILITY OF MASONRY WALLS IN DYNAMIC LOADING TESTS [6WCEE] |
12755 | M. A. Sozcn | THEME REPORT [6WCEE] |
12756 | M. Wakabayashi | REMARKS OF THE CHAIRMAN OF THEME 11B [6WCEE] |
12757 | D. S. Mehta and D.A. Godfrey | EARTHQUAKE INSTRUMENTATION REQUIREMENTS FOR NUCLEAR POWER PLANTS IN THE UNITED STATES [6WCEE] |
12758 | Walter Podolny, Jr. and James D, Cooper | U.S. HIGHWAY BRIDGE SEISMIC INSTRUMENTATION NETWORK [6WCEE] |
12759 | P. N. Agrawal | PERFORMANCE OF MULTIPLE STRUCTURAL RESPONSE RECORDERS IN INDIA [6WCEE] |
12760 | A. Sattaripour | A SIMPLE INSTRUMENT FOR DETERMINING EARTHQUAKE RESPONSE SPECTRA [6WCEE] |
12761 | S. E. Pauly | REVIEW OF CURRENT STANDARDS AND PRACTICE FOR EARTHQUAKE INSTRUMENTATION AT NUCLEAR PLANTS [6WCEE] |
12762 | M.D. Trifunac | STATISTICAL ANALYSIS OF THE COMPUTED RESPONSE OF STRUCTURAL RESPONSE RECORDERS (SRR) FOR ACCELEROGRAMS RECORDED IN THE UNITED STATES OF AMERICA [6WCEE] |
12763 | P. C. Shah and F. E. Udwadia | OPTIMAL SENSOR LOCATION FOR IDENTIFICATION OF BUILDING STRUCTURES USING RESPONSE TO EARTHQUAKE GROUND MOTIONS [6WCEE] |
12764 | Toshiro Fujiwara | NEW AUTOMATIC TRAIN STOPPING SYSTEM DURING EARTHQUAKE [6WCEE] |
12765 | V. Mihailov | STRONG MOTION INSTRUMENT NETWORK IN YUGOSLAVIA [6WCEE] |
12766 | J. Prince and F. H. Rodriguez | AN EVALUATION OF THE MEXICAN STRONG MOTION RADIO TELEMETRY NETWORK AFTER THREE YEARS OF OPERATION [6WCEE] |
12767 | D. E. Hudson | THEME REPORT [6WCEE] |
12768 | Reza Razani | PROPOSED STANDARD METHOD FOR DYNAMIC TESTING OF REINFORCED CONCRETE MEMBERS AND FOR PRESENTATION OF TEST RESULTS [6WCEE] |
12769 | G. N. Kartzivadze and Gh. B. Metreveli | MODEL INVESTIGATION OF TUNNELS SEISMIC RESISTANCE [6WCEE] |
12770 | T. Z. Varadanashvili and P. A. Gutidze | MODEL INVESTIGATIONS OF ARCH DAMS RESPONSE ON SEISMIC EFFECT [6WCEE] |
12771 | R. Shepherd, K. C. F. Spring and E. H. Mead | TESTS ON STEEL BEAM-COLUMN JOINTS [6WCEE] |
12772 | Kenneth D. Munski and W.O. Keightley | TILTING PLATFORM FOR MEASURING EARTHQUAKE RESISTANCE OF SMALL BUILDINGS [6WCEE] |
12773 | 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] |
12774 | A. Negoita, I. Missir and F. Scharf | SEISMIC ANALYSIS OF MULTISTORY PREFABRICATED FRAMED STRUCTURES [6WCEE] |
12775 | P. Srinivasulu, N. Lakshmanan and C. V. Vaidyanathan | ASSESSMENT OF A MULTISTOREYED BUILDING BY VIBRATION TESTS [6WCEE] |
12776 | Paolo Belli | TESTS ON SPATIAL FRAMES SUBJECTED TO HORIZONTAL ROTATING LOADS UNTIL THE INCREMENTAL COLLAPSE [6WCEE] |
12777 | Y. M. Mirabal | THE INFLUENCE OF PARTITION WALLSON THE RIGIDITY OF FRAME STRUCTURES [6WCEE] |
12778 | A. K. Basak and Y. P. Gupta | EXPERIMENTAL DETERMINATION OF LATERAL STIFFNESS CHARACTERISTICS OF SPACE FRAMED THREE DIMENSIONAL STEEL STRUCTURES [6WCEE] |
12779 | Takeru Hiromatsu | REGRESSION ANALYSIS ON RESONANCE CURVES OF FORCED VIBRATION TESTS AND ITS ERROR ESTIMATION DUE TO MICROTREMORS [6WCEE] |
12780 | G. A. Aliev | INFLUENCE OF PROPERTIES AND STRESSED STATE OF FOUNDATION SOILS ON ABSORPTION AND DIFFUSION OF ENERGY OF SEISMIC VIBRATIONS [6WCEE] |
12781 | P. H. Kaar and W. G. Corley | PROPERTIES OH CONFINED CONCRETE FOR DESIGN OF EARTHQUAKE RESISTANT STRUCTURES [6WCEE] |
12782 | A. S. Zadgaonkar and M. G. Tarnekar | ACOUSTO OPTICO METHOD OF ANALYSIS OF DYNAMIC ROCK STRUCTURE [6WCEE] |
12783 | G. A. Chapiro and G. N. Ashkinadze | ON THE NON-LINEAR DEFORMATIONS BASE OF EARTHQUAKE PROOF BUILDINGS UNDER OSCILLATIONS [6WCEE] |
12784 | 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] |
12785 | 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] |
12786 | 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] |
12787 | Anand S. Arya S. K. Thakkar and Pratima Rani | APPROXIMATE VIBRATION ANALYSIS OF A CABLE STAYED BRIDGE [6WCEE] |
12788 | I. L. Korchynsky and G. A. Aliev | BEHAVIOUR OF STRUCTURES DURING EARTHQUAKES BEYOND THE LIMITS OF THE ELASTIC STAGE [6WCEE] |
12789 | D. V. Monahenko | PRINCIPLES OF PHYSICAL MODELLING OF STRUCTURES RESISTANT TO EARTHQUAKES [6WCEE] |
12790 | B. A. Belogorodsky, L. K. Malyshev and A. A. Panteleev | THE SOLUTION OF SEISMIC STABILITY PROBLEMS ON SMALL-SCALE MODELS BY OPTIC METHODS [6WCEE] |
12791 | J. A. Diaz and E. Del Valle | DYNAMICS LABORATORY OF THE NATIONAL UNIVERSITY OF MEXICO [6WCEE] |
12792 | J. H. Rainer and A. Van Selst | DYNAMIC PROPERTIES OF A SUSPENSION BRIDGE [6WCEE] |
12793 | 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] |
12794 | F. Calciati, A. Castoldi, M. Fanelli and C. Mazzieri | IN SITU TESTS FOR THE DETERMINATION OF THE DYNAMIC CHARACTERISTICS OF SOME ITALIAN DAMS [6WCEE] |
12795 | 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] |
12796 | H. S. Ward | EXPERIMENTAL TECHNIQUES AND RESULTS FOR DYNAMIC TESTS ON STRUCTURES AND SOILS [6WCEE] |
12797 | H. Kobayashi and N. Sugiyama | VISCOUS DAMPING OF STRUCTURES RELATED TO FOUNDATION CONDITIONS [6WCEE] |
12798 | A. E. Fiorato, R. G. Oesterle and W. G. Corley | DUCTILITY OF STRUCTURAL WALLS FOR DESIGN OF EARTHQUAKE RESISTANT BUILDINGS [6WCEE] |
12799 | N. M. Hawkins, D. Mitchell and D. W. Symonds | HYSTERETIC BEHAVIOR OF CONCRETE SLAB TO COLUMN CONNECTIONS [6WCEE] |
12800 | F. Focardi | EXPERIMENTS ON THE SPATIAL BEHAVIOR OF PLASTIC FRAMES [6WCEE] |