| 1 | C. A. Syrmakezis | EARTHQUAKE RESISTANT DESIGN OF STEEL TOWER OF ELECTRICAL HIGH VOLTAGE TRANSMISSION LINES SUBJECTED TO HORIZONTAL OR VERTICAL GROUND MOTIONS [6WCEE] |
| 2 | A. H. Peyrot and K. A. Plautz | AN ACTIVE DEVICE TO PROTECT NUCLEAR PARTICLE ACCELERATORS FROM EARTHQUAKES [6WCEE] |
| 3 | Keshavan Nair and Ram B. Kulkarni | LOCATING AND DESIGNING FACILITIES IN SEISMICALLY ACTIVE AREAS [6WCEE] |
| 4 | K. Hashimoto and H. Tsutsumi | EARTHQUAKE RESISTANCE OF PORCELAIN INSULATOR ELECTRIC POWER EQUIPMENT [6WCEE] |
| 5 | M. S. Aggour and X. P. Miller | SEPARATION OF CATEGORY I PIPELINES IN GRANULAR SOIL [6WCEE] |
| 6 | Hisao Goto, Shim Takada and Sadao Nagao | EFFECT OF JOINT PARTS ON ASEISMIC STRENGTH OF BURIED PIPELINE [6WCEE] |
| 7 | Charles A. Kircher | FORCED VIBRATION ANALYSIS OF 230KV AIR BLAST CIRCUIT BREAKERS : ENERGY DISSIPATION PARAMETERS CALCULATED FOR DIFFERENT EXCITATION LEVELS [6WCEE] |
| 8 | K. L. Men | EQUIPMENT SYSTEMS IN THE SEISMIC ENVIRONMENT [6WCEE] |
| 9 | S. Takada | EARTHQUAKE RESISTANT DESIGN OF UNDERGROUND PIPELINE [6WCEE] |
| 10 | T. Katayama, K. Kidbo and N. Sato | QUANTITATIVE ANALYSIS OF SEISMIC DAMAGE TO BURIED UTILITY PIPELINES [6WCEE] |
| 11 | G. H. Powell | ANALYSIS OF EARTHQUAKE EFFECTS ON PIPELINES [6WCEE] |
| 12 | K. Sogabe and H. Shibata | ASEISMIC DESIGN OF CYLINDRICAL AND SPHERICAL STORAGES FOR THEIR SLOSHING PHENOMENON [6WCEE] |
| 13 | H. Shibata | THE WAY OF SETTING THE ASEISMIC DESIGN CODE OF OIL REFINARIES AND PETRO CHEMICAL INDUSTRIES [6WCEE] |
| 14 | Y. Sato and S. Miura | DEFORMATION OF RAILWAY TRACK AND RUNNING STABILITY OF TRAIN IN EARTHQUAKE [6WCEE] |
| 15 | K. L. Benuska, S. Aroni and W. Schroll | ELEVATOR EARTHQUAKE SAFETY CONTROL [6WCEE] |
| 16 | S. K. Guha, A.V. Wedpathak and P. J. Desai | ASEISMIC TESTS ON SOME ELECTRO-MECHANICAL SYSTEMS [6WCEE] |
| 17 | E. H. Vanmarcke | A SIMPLE PROCEDURE FOR PREDICTING AMPLIFIED .RESPONSE SPECTRA AND EQUIPMENT RESPONSE [6WCEE] |
| 18 | K. Muto, M. Nagata and E Fukuzawa | EARTHQUAKE RESISTANT INSTALLATION DEVICE OF COMPUTERS [6WCEE] |
| 19 | Y. Stigmata and Y.Sato | TELECOMMUNICATIONS EQUIPMENT SEISMIC EFFECT STUDY [6WCEE] |
| 20 | S.C.Liu | EARTHQUAKE PROTECTION OF COMMUNICATIONS FACILITIES [6WCEE] |
| 21 | A.J. Schiff, P.J. Feil and Donald E. Newsom | COMPUTER SIMULATION OF LIFELINE RESPONSE TO EARTHQUAKES [6WCEE] |
| 22 | W. D. Iwan | PREDICTING THE EARTHQUAKE RESPONSE OF RESILIENTLY MOUNTED EQUIPMENT WITH MOTION LIMITING CONSTRAINTS [6WCEE] |
| 23 | A.H. Hadjian | ON THE DECOUPLING OF SECONDARY SYSTEMS FOR SEISMIC ANALYSIS [6WCEE] |
| 24 | H. Sato, K. Suzuki, m. Komazaki and M. O-hori | ON A SIMPLE, METHOD ESTIMATING THE APPENDED SYSTEM RESPONSE SPECTRUM FROM A STATISTICALLY SIMULATED SPECTRUM [6WCEE] |
| 25 | A. Golbderg and R.L. Sharpe | PROVISIONS FOR SEISMIC DESIGN OF NON STRUCTURAL BUILDING COMPONENTS AND SYSTEMS [6WCEE] |
| 26 | E. H. Vanmarcke | THEME REPORT [6WCEE] |
| 27 | C.T. Sun, H.Lo, N. C. Cheng and J. L. Bogdanoff | A SIMPLE CONTINUUM MODEL FOR DYNAMIC ANALYSIS OF COMPLEX PLANE FRAME STRUCTURES [6WCEE] |
| 28 | N. K. Gosain, Russell H. Brown and J. O. Jirsa | SHEAR REQUIREMENTS FOR LOAD REVERSALS ON REINFORCED CONCRETE MEMBERS [6WCEE] |
| 29 | Katsuki Takiguchi and Seiji Kokusho | HYSTERETIC BEHAVIORS OF REINFORCED CONCRETE MEMBERS SUBJECTED TO BI-AXIAL BENDING MOMENTS [6WCEE] |
| 30 | Y. Tanaka, Y. Kaneko, A. Sakai, 7. Takahashi and K. Tsuchiya | SHEAR STRENGTH OF REINFORCED CONCRETE COLUMNS [6WCEE] |
| 31 | A. B. Agrawal, A. A . Mufti and L. G. Jaeger | INELASTIC ANALYSIS OF CONNECTING BEAMS IN COUPLED SHEAR WALLS UNDER CYCLIC LOADING [6WCEE] |
| 32 | James 0. Jirsa, Samuel T. Burgieres Jr and R. Lee Peyton | DESIGN OF ANCHORED BARS FOR SEISMIC LOADINGS [6WCEE] |
| 33 | Y. Ozaka, T. Yanagida and J. Kodera | STUDIES ON DYNAMIC BEHAVIOUR AND EARTHQUAKE RESISTANCE OF BRIDGE PIERS [6WCEE] |
| 34 | F. P. Muller and O. Henseleit | LOW CYCLE FATIGUE DAMAGE OF REINFORCED CONCRETE MEMBERS [6WCEE] |
| 35 | J. Takeda H. Tachikawa and K. Fujimoto | EFFECTS OF STRAINING RATE ON DEFORMATION AND FRACTURE OF REINFORCED CONCRETE MEMBERS [6WCEE] |
| 36 | Prem Krishna, Brijesh Chanda and V. K. Gupta | VIBRATION CHARACTERISTICS OF CABLE SYSTEMS [6WCEE] |
| 37 | A. Negoita, M. Dumitras and I. Negoita | DUCTILITY OF BENT MEMBERS OF PRESTRESSED EXPANDED CLAY CONCRETE [6WCEE] |
| 38 | 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] |
| 39 | A. R. Santhakumar, A. Swamidurai and M. Lakshmipathy | BEHAVIOUR OF JOINTS IN PREFABRICATED SHEAR WALLS FOR SEISMIC ZONES [6WCEE] |
| 40 | Kazuhiko Ishibashi, Tomohiko Kamimura and Yasuhisa Sonobe | BEHAVIOR OF RC BEAM-COLUMN CONNECTION WITH LARGE SIZE DEFORMED BARS UNDER CYCLIC LOADS [6WCEE] |
| 41 | Movses J. Kaldjian | INELASTIC CYCLIC RESPONSE OF SPLIT K-BRACED FRAMES [6WCEE] |
| 42 | Mihaela Zamolo and Drazen Anicic | CYCLIC LOADING ON STRUCTURAL ASSEMBLAGE OF RC HIGH-RISE BUILDING WITH CORE AND PENDULUM COLUMNS [6WCEE] |
| 43 | S. F. Masri and F. Udwadia | RESPONSE OF BEAMS TO CORRELATED RANDOM BASE EXCITATION [6WCEE] |
| 44 | Hiroshi Imai, Masayoshi Yokoyama and Y. Sonobe | BEHAVIOR OF FRAMED SHEAR WALLS UNDER SHEAR LOAD [6WCEE] |
| 45 | D. Prathuangsit, Subhash C. Goel and Robert D. Hansan | INELASTIC HYSTERESIS BEHAVIOR OF AXIALLY LOADED STEEL MEMBERS WITH ROTATIONAL END RESTRAINTS [6WCEE] |
| 46 | Subhash C. Goel and W. S. Rumman | AN APPROACH TO MODEL REINFORCED CONCRETE CHIMNEYS FOR CALCULATING INELASTIC DYNAMIC RESPONSE [6WCEE] |
| 47 | Haluk M. Aktan and R. D. Hanson | A METHOD TO ANALYZE THE CYCLIC BEHAVIOR OF REINFORCED CONCRETE SLENDER SHEAR WALLS [6WCEE] |
| 48 | Y. Ishiguro, N. Kosuda, Y. Maehara and I. Shimoda | SHOCK ABSORBERS WITH VISCOUS SHEAR RESISTANCE AND ITS EXPERIMENT [6WCEE] |
| 49 | A. W. Irwin and N. Andrew | PERFORMANCE OF MODEL REINFORCED CONCRETE CORES FOR TALL BUILDINGS CYCLED IN TORSION [6WCEE] |
| 50 | R. G. Oesterle, A. E. Fiorato and W. G. Corley | FREE VIBRATION TESTS OF STRUCTURAL WALLS [6WCEE] |
| 51 | 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] |
| 52 | R. Park and K. J. Thompson | SOME RECENT RESEARCH IN NEW ZEALAND INTO ASPECTS OF THE SEISMIC RESISTANCE OF PRESTRESSED CONCRETE FRAMES [6WCEE] |
| 53 | M. A. Sozen, D. Arisiizabal and J. M. Lybas | MULTI-STORY WALLS SUBJECTED TO SIMULATED EARTHQUAKES [6WCEE] |
| 54 | H. K. Barua and S. K. Mallick | BEHAVIOUR OF ONE STOREY REINFORCED CONCRETE FRAME INFILLED WITH BRICKWORK UNDER LATERAL LOADS [6WCEE] |
| 55 | Y. Omote, R. L. Mayes, R. W. Clough and S. W. Chen | EFFECT OF TEST TECHNIQUE ON MASONRY SHEAR STRENGTH [6WCEE] |
| 56 | 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] |
| 57 | R. L. Mayes, Y. Ornate and R. W. Clough | CYCLIC SHEAR TESTS ON MASONRY PIERS [6WCEE] |
| 58 | M. Wakabayashi, T. Nakamura, M. Shibata, N. Yoshida and H. Masuda | HYSTERETIC BEHAVIOR OF STEEL BRACES SUBJECTED TO HORIZONTAL LOAD DUE TO EARTHQUAKE [6WCEE] |
| 59 | M. Wakabayashi C. Mastui and I. Mitani | CYCLIC BEHAVIOR OF A RESTRAINED STEEL BRACE UNDER AXIAL LOADING [6WCEE] |
| 60 | I. Mitani, M. Makino and C. Mastui | INFLUENCE OF LOCAL BUCKLING ON CYCLIC BEHAVIOR OF STEEL BEAM-COLUMNS [6WCEE] |
| 61 | C. Matsui and I. Mitani | INELASTIC BEHAVIOUR OF HIGH STRENGTH STEEL FRAMES SUBJECTED TO CONSTANT VERTICAL AND ALTERNATING HORIZONTAL LOADS [6WCEE] |
| 62 | T. Suzuki and T. Ono | AN EXPERIMENTAL STUDY ON INELASTIC BEHAVIOR OF STEEL MEMBERS SUBJECTED REPEATED LOADING [6WCEE] |
| 63 | K. Takanashi, K. Udagawa and H. Tanaka | A SIMULATION OF EARTHQUAKE RESPONSE OF STEEL BUILDINGS [6WCEE] |
| 64 | M. J. N. Priestley, R. Park, B. E. Davey and I. R.M. Munro | DUCTILITY OF REINFORCED CONCRETE BRIDGE PIERS [6WCEE] |
| 65 | H. Umemura, H. Aoyama, M. Ito and Y. Hosokawa | ASEISMIC CHARACTERISTICS OF RC Box AND CYLINDER WALLS [6WCEE] |
| 66 | D. Anicic and M. Zamolo | STRUCTURAL ASSEMBLAGE OF SHEAR WALL HIGH-RISE BUILDINGS EXPOSED TO CYCLIC LOADING [6WCEE] |
| 67 | I Paskaleva | NON-ELASTIC HYSTERETIC BEHAVIOUR OF RC COLUMNS AND INFILLING WALLS [6WCEE] |
| 68 | Y. Higashi, M. Ohkubo and M. Ohtsuka | INFLUENCES OF LOADING EXCURSIONS ON RESTORING FORCE CHARACTERISTICS AND FAILURE MODES OF REINFORCED CONCRETE COLUMNS [6WCEE] |
| 69 | T. Shimazu and M. Hirai | CONFINEMENT EFFECTS OF WEB REINFORCEMENTS ON REINFORCED CONCRETE COLUMNS [6WCEE] |
| 70 | H. Umemura, T. Shimazu, S. Tadehara, T. Konishi and Y. Abe | EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMNS WITH DOUBLE SPIRAL WEB REINFORCEMENTS [6WCEE] |
| 71 | M. Ozaki and Y. Ishiyama | AN EVALUATION METHOD FOR THE EARTHQUAKE RESISTANT CAPACITY OF REINFORCED CONCRETE AND STEEL REINFORCED CONCRETE COLUMNS [6WCEE] |
| 72 | K. Minami and M. Wakabayashi | SEISMIC RESISTANCE OF REINFORCED CONCRETE BEAM AND COLUMN ASSEMBLAGES WITH EMPHASIS ON SHEAR FAILURE OF COLUMN [6WCEE] |
| 73 | 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] |
| 74 | M. Abad de Aleman D. F. Meinheit and J. O. Jirsa | INFLUENCE OF LATERAL BEAMS ON THE BEHAVIOR OF BEAM-COLUMN JOINTS [6WCEE] |
| 75 | H. Aoyama, H Umemura and H Minamino | TESTS AND ANALYSES OF SRC BEAM-COLUMN SUBASSEMBLAGES [6WCEE] |
| 76 | M. Yamada, H. Kawamura, K. Katagihara and H. Moritaka | CYCLIC DEFORMATION BEHAVIOUR OF REINFORCED CONCRETE SHEAR WALLS [6WCEE] |
| 77 | T. Takayanagi and W. C Schnobrich | COMPUTED BEHAVIOR OF COUPLED SHEAR WALLS [6WCEE] |
| 78 | Bilgin Atalay and Joseph Penzien | INELASTIC CYCLIC BEHAVIOR OF REINFORCED CONCRETE FLEXURAL MEMBERS [6WCEE] |
| 79 | A. I. Cismigiu and L. C. Dogaru | BRITTLE MATTER DUCTILIZATION IN STRUCTURES [6WCEE] |
| 80 | N. K. Gosain and J.O. Jirsa | BOND DETERIORATION IN REINFORCED CONCRETE MEMBERS UNDER CYCLIC LOADS [6WCEE] |
| 81 | W.O. Keightley | BUILDING DAMPING BY COULOMB FRICTION [6WCEE] |
| 82 | T. Kobori, Y. Inoue and M. Kawano | ELASTO-PLASTIC EARTHQUAKE RESPONSE OF FRAMES WITH SHEAR WALL [6WCEE] |
| 83 | K. Mizuhata, Y. Gyoten and H. Kitamura | STUDY ON LOW CYCLE FATIGUE OF STRUCTURAL FRAMES DUE TO RANDOMLY VARYING LOAD [6WCEE] |
| 84 | T. Shimazu and Y. Fukuhara | EXPERIMENTAL STUDY ON REINFORCED CONCRETE TRUSS FRAMES AS EARTHQUAKE RESISTANCE ELEMENTS [6WCEE] |
| 85 | 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] |
| 86 | 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] |
| 87 | Lincoln Edgar and V. V. Bertero | EVALUATION OF CONTRIBUTION OF FLOOR SYSTEM TO DYNAMIC CHARACTERISTICS OF MOMENT-RESISTING SPACE FRAMES [6WCEE] |
| 88 | Peter Sheppard, Stane Trcelj and Viktor Turnsek | THE INFLUENCE OP HORIZONTALLY-PLACED REINFORCEMENT ON THIS SHEAR STRENGTH AND DUCTILITY OF MASONRY WALLS [6WCEE] |
| 89 | 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] |
| 90 | M. A. Sozcn | THEME REPORT [6WCEE] |
| 91 | M. Wakabayashi | REMARKS OF THE CHAIRMAN OF THEME 11B [6WCEE] |
| 92 | D. S. Mehta and D.A. Godfrey | EARTHQUAKE INSTRUMENTATION REQUIREMENTS FOR NUCLEAR POWER PLANTS IN THE UNITED STATES [6WCEE] |
| 93 | Walter Podolny, Jr. and James D, Cooper | U.S. HIGHWAY BRIDGE SEISMIC INSTRUMENTATION NETWORK [6WCEE] |
| 94 | P. N. Agrawal | PERFORMANCE OF MULTIPLE STRUCTURAL RESPONSE RECORDERS IN INDIA [6WCEE] |
| 95 | A. Sattaripour | A SIMPLE INSTRUMENT FOR DETERMINING EARTHQUAKE RESPONSE SPECTRA [6WCEE] |
| 96 | S. E. Pauly | REVIEW OF CURRENT STANDARDS AND PRACTICE FOR EARTHQUAKE INSTRUMENTATION AT NUCLEAR PLANTS [6WCEE] |
| 97 | M.D. Trifunac | STATISTICAL ANALYSIS OF THE COMPUTED RESPONSE OF STRUCTURAL RESPONSE RECORDERS (SRR) FOR ACCELEROGRAMS RECORDED IN THE UNITED STATES OF AMERICA [6WCEE] |
| 98 | P. C. Shah and F. E. Udwadia | OPTIMAL SENSOR LOCATION FOR IDENTIFICATION OF BUILDING STRUCTURES USING RESPONSE TO EARTHQUAKE GROUND MOTIONS [6WCEE] |
| 99 | Toshiro Fujiwara | NEW AUTOMATIC TRAIN STOPPING SYSTEM DURING EARTHQUAKE [6WCEE] |
| 100 | V. Mihailov | STRONG MOTION INSTRUMENT NETWORK IN YUGOSLAVIA [6WCEE] |