| 401 | M. Novak | THEME REPORT [6WCEE] |
| 402 | J. K. Minami | REMARKS OF THE CHAIRMAN OF THEME 4B [6WCEE] |
| 403 | Emilia Juhasova | SEISMIC VIBRATION OF THE MULTISTORIED STRUCTURES WITH THE STIFF CORE [6WCEE] |
| 404 | Akio Sakurai, Yoshio Masuko and Chizuko Kurihara | VERTICAL RESPONSE OBSERVATION OF TEN-STORIED BUILDING DURING RIGHT UNDER EARTHQUAKES [6WCEE] |
| 405 | A, M. Paramzin and B. A. Akatushkin | SEISMIC RESPONSE ANALYSIS OF FRAMED STRUCTURES [6WCEE] |
| 406 | L. N. Bobakov | APPLICATION OF THE THEORY OF WAVE PROPAGATION TO THE ANALYSIS OF STRUCTURAL DYNAMIC PARAMETERS [6WCEE] |
| 407 | 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] |
| 408 | P.Chowehuvech and R.K. Wen | DYNAMIC ANALYSIS OF UNDERGROUND CYLINDERS SUBJECTED TO EARTHQUAKE EXCITATIONS [6WCEE] |
| 409 | Keiichi Ohtani | EVALUATION OF- MAXIMUM RESPONSES CONSIDERED GROUND CHARACTERISTICS [6WCEE] |
| 410 | W.D. Liam Finn and Erol Varoglu | SEISMIC ANALYSIS OF DAM-RESERVOIR-FOUNDATION SYSTEMS [6WCEE] |
| 411 | A.T. Derecho, G.N. Freskakis and Mark Fintel | THE EFFECT OP THE FREQUENCY CHARACTERISTICS OF GROUND MOTIONS ON NONLINEAR STRUCTURAL RESPONSE [6WCEE] |
| 412 | Pisidhi Karasudhi and Ming-Sing Chu | SEISMIC ANALYSIS OF ASYMMETRIC SHEAR WALLFRAME BUILDINGS [6WCEE] |
| 413 | Esli. J. Forrest R. Shepherd | DYNAMIC RESPONSE OF A 17 STOREY WELLINGTON BUILDING [6WCEE] |
| 414 | R.F. Drenick and H.Kano | THE CRITICAL EXCITATION OF INELASTIC STRUCTURES [6WCEE] |
| 415 | W.K. Tso, Tzu-I-Hsu and A. Rutenberg | RESPONSE SPECTRUM TECHNIQUE FOR ASYMMETRIC STRUCTURES [6WCEE] |
| 416 | E. Benvenuto, A. Corsanego, A. Del Grosso and D. Stura | DYNAMIC BEHAVIOUR OF GUYED TOWERS UNDER SEISMIC EXCITATION [6WCEE] |
| 417 | R.C. Murray and J. Tokarz | COMPARISON OF THE INELASTIC RESPONSE OF STEEL BUILDING FRAMES TO STRONG EARTHQUAKE NUCLEAR EXPLOSION GROUND MOTION [6WCEE] |
| 418 | S. P. Sharma, S. K. Agrawal and B.K. Goyal | DYNAMIC ANALYSIS OF MULTISTORYED FRAMES CONNECTED WITH RIGID FLOORS [6WCEE] |
| 419 | D.V. Mallick, R.Dungar and R.T. Severa | TORSIONAL VIBRATIONS OF CORE WALL STRUCTURES IN TALL BUILDINGS [6WCEE] |
| 420 | James D. Cooper | FEDERAL HIGHWAY ADMINISTRATION HIGHWAY BRIDGE SEISMIC RESEARCH PROGRAM [6WCEE] |
| 421 | J. Duhovnik and P. Fajfar | EARTHQUAKE RESPONSE ANALYSIS OF A 360 M HIGH CHIMNEY [6WCEE] |
| 422 | G. C. Nayak and A. R. Chandrasekaran | MODIFIED ISOPARAMETRIC ELEMENTS FOR VIBRATION PROBLEMS [6WCEE] |
| 423 | Aybars Gurpinar | LOW CYCLE FATIGUE OF SEISMICALLY EXCITED SYSTEMS [6WCEE] |
| 424 | B. K. Raghu Prasad and K .S. Jagdish | THE INELASTIC TORSIONAL RESPONSE OF STRUCTURES TO EARTHQUAKE GROUND MOTIONS [6WCEE] |
| 425 | E. G. Prater | RESPONSE OF AN EARTH DAM FOUNDED ON A SOIL DEPOSIT TO TRAVELLING SEISMIC WAVES [6WCEE] |
| 426 | 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] |
| 427 | V. S. Kelkar, S. Mazumdar and J. D. Buch | EARTHQUAKE ANALYSIS OF A TV TOWER STRUCTURE [6WCEE] |
| 428 | 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] |
| 429 | R. Teixeira Duarte | A PROBABILISTIC APPROACH OF THE STUDY OF LINEAR RESPONSE OF STRUCTURES UNDER MULTIPLE-SUPPORT, NON-STATIONARY GROUND SHAKING [6WCEE] |
| 430 | J. M. Kelly and D. F. Tsztoo | ENERGY ABSORBING DEVICES IN STRUCTURES UNDER EARTHQUAKE LOADING [6WCEE] |
| 431 | M. Ishac and A. Heidebrecht | DYNAMIC RESPONSE OF ASYMMETRIC SHEAR WALL FRAME BUILDING STRUCTURES [6WCEE] |
| 432 | J. M. Eisenberg, A. I. Neiman and A. D. Abakarov | LIMIT STATES AND MATHEMATICAL MODELS OF STRUCTURES DETERMINED FROM SEISMIC RISK OPTIMIZATION PROBLEM [6WCEE] |
| 433 | V. T. Rasskazovsky | RESPONSE SPECTRA FOR CALCULATING SEISMIC LOADS [6WCEE] |
| 434 | R. L. Norton and V. 1. Weingarten | THE EFFECT OF ASYMMETRIC IMPERFECTIONS ON THE EARTHQUAKE RESPONSE OF HYPERBOLIC COOLING TOWERS [6WCEE] |
| 435 | G.Brankov and S. Sachanski | RESPONSE OF LARGE PANEL BUILDINGS FOR EARTHQUAKE EXCITATION IN NON-ELASTIC STAGE [6WCEE] |
| 436 | P. Sotirov | DETERMINATION OF DAMPING OF REAL STRUCTURES [6WCEE] |
| 437 | R. I. Skinner, A.J. Heine and R. G. Tyler | HYSTERETIC DAMPERS TO PROVIDE STRUCTURE WITH INCREASED EARTHQUAKE RESISTANCE [6WCEE] |
| 438 | T. Y. Yang, M.I. Baig and J. L. Bogdanoff | VIBRATION OF A LARGE BOILER SUPPORTING STRUCTURE [6WCEE] |
| 439 | T. Y. Yang, C.S. Gran and H. Lo | THEORETICAL STUDY OF EARTHQUAKE RESPONSE OF A COOLING TOWER [6WCEE] |
| 440 | H. Barbat, V. Breaban and C.D. Ionescu | DAM-RESERVOIR INTERACTION FOR A DAM WITH FLAT UPSTREAM FACE DURING EARTHQUAKES [6WCEE] |
| 441 | D. P.Reddy and H.S. Ts'ao | NONLINEAR ANALYSIS OF A GRAVITY DAM FOR SEISMIC LOADS [6WCEE] |
| 442 | A. M. Abdel-Ghaffar and G.W. Housner | VIBRATIONS IN SUSPENSION BRIDGES [6WCEE] |
| 443 | Y. Yamada, H. Takemiya and K. Kawano | SEISMIC RESPONSE ANALYSIS OF LONG SPAN SUSPENSION BRIDGE [6WCEE] |
| 444 | A. S. Arya and Krishen Kumar | EFFECT OF NON-CONVENTIONAL BEARINGS ON THE EARTHQUAKE RESPONSE OP BRIDGES [6WCEE] |
| 445 | V. Breaban, H. Barbat and C D. Ionescu | ARCH DAM-RESERVOIR INTERACTION DURING EARTHQUAKE [6WCEE] |
| 446 | Mostafa M. Zayed and James Lord | DYNAMIC ANALYSIS OP CABLE STRUCTURES USING LARGE DEFLECTION THEORY [6WCEE] |
| 447 | Anand S. Arya and D. K. Paul | EARTHQUAKE RESPONSE OF TALL CHIMNEYS [6WCEE] |
| 448 | T. Y. Yang, K. W. Kayser and L. C. Shiau | THEORETICAL AND EXPERIMENTAL STUDIES OF EARTHQUAKE RESPONSE OF A CHIMNEY [6WCEE] |
| 449 | S.F.Masri and V.I. Weingarten | TRANSIENT RESPONSE OF COOLING TOWERS TO PROPAGATING BOUNDARY EXCITATION [6WCEE] |
| 450 | Sukenobu Tani, Yasuo Tanaka and Naohito Hori | DYNAMIC ANALYSIS OF LINDRICAL SHELLS CONTAINING LIQUID [6WCEE] |
| 451 | Osamu Joh and Kazuo Ohno | VIBRATION ANALYSIS OF BUILDINGS WITH CONSIDERATION FOR THE IN-PLANE DEFORMATION OF FLOOR SLABS [6WCEE] |
| 452 | W. K. TSO and J. K. Biswas | SEISMIC ANALYSIS OF ASYMMETRICAL STRUCTURES SUBJECTED TO ORTHOGONAL COMPONENTS OF GROUND ACCELERATION [6WCEE] |
| 453 | C. L. Kan and Anil K. Chopra | EARTHQUAKE RESPONSE OF A CLASS OF TORSIONALLY COUPLED BUILDINGS [6WCEE] |
| 454 | T. Paulay and A. R. Santhakumar | DUCTILE BEHAVIOUR OF SHEAR WALLS SUBJECTED TO REVERSED CYCLIC LOADING [6WCEE] |
| 455 | T. Paulay and D.D Spurr | FRAME-SHEAR WALL ASSEMBLIES SUBJECTED TO SIMULATED SEISMIC LOADING [6WCEE] |
| 456 | K. Ozden | ANALYSIS OF SHEARWALL-FRAME SYSTEMS [6WCEE] |
| 457 | Sadayoshi Igarashi, K. Inoue, K. Ogawa and H. Tsutatani | A STUDY ON SHEAR TYPE STRUCTURAL MODEL FOR ASEISMIC DESIGN [6WCEE] |
| 458 | Koji Yoshimura and Masafumi Inoue | DYNAMIC ANALYSIS OF REINFORCED CONCRETE FRAMES WITH FRAMED SHEAR WALLS [6WCEE] |
| 459 | Subhash C.Goel | SEISMIC BEHAVIOUR OF MULTISTOREY K-BRACED FARMES UNDER COMBINED HORIZONTAL AND VERTICAL GROUND MOTION [6WCEE] |
| 460 | R. N. Iyengar and T. K Saha | EFFECT OF VERTICAL GROUND MOTION ON THE RESPONSE OF CANTILEVER STRUCTURES [6WCEE] |
| 461 | N.D.Nathan, S. Cherry and W. E. McKevitt | STRUCTURAL RESPONSE TO SIMULTANEOUS MULTI-COMPONENT SEISMIC INPUTS [6WCEE] |
| 462 | D. P. Mondkar and G. H. Powell | GENERAL PURPOSE COMPUTER PROGRAM FOR DYNAMIC NONLINEAR ANALYSIS [6WCEE] |
| 463 | A. T. Derecho, G. N. Freskakis and Mark Fintel | INELASTIC SEISMIC RESPONSE OF INSOLATED STRUCTURAL WALLS [6WCEE] |
| 464 | Sigmund A. Freeman | APPROXIMATING INELASTIC RESPONSE OF STRUCTURES TO GROUND SHAKING [6WCEE] |
| 465 | G. C. Delfosse | THE GAPEC SYSTEM: A NEW HIGHLY EFFECTIVE ASEISMIC SYSTEM [6WCEE] |
| 466 | S. Ohno, A. Watari and I. Sano | OPTIMUM TUNING OF THE DYNAMIC DAMPER TO CONTROL RESPONSE OF STRUCTURES TO EARTHQUAKE GROUND MOTION [6WCEE] |
| 467 | M. Godwin Joseph and R. Radhakrishnan | A DAMPING MODEL FOR RESPONSE ANALYSIS OF MULIISTOREYED BUILDINGS [6WCEE] |
| 468 | Franklin Y. Cheng and Kenneth B. Oster | DUCTILITY STUDIES OF PARAMETRICALLY EXCITED SYSTEMS [6WCEE] |
| 469 | H Goto, H. Kameda and H. Iemura | ESTIMATION OF MAXIMUM HYSTERETIC RESPOND TO NON-WHITE RANDOM EXCITATION [6WCEE] |
| 470 | H. Goto and H. Iemura | EARTHQUAKE RESPONSE CHARACTERISTICS OF DETERIORATING HYSTERETIC STRUCTURES [6WCEE] |
| 471 | Takao Nishikawa | RELATION BETWEEN YIELD STRENGTHS AND RESPONSE DISPLACEMENTS OF STRUCTURES [6WCEE] |
| 472 | W. D. Iwan | THE RESPONSE OF SIMPLE STIFFNESS DEGRADING STRUCTURES [6WCEE] |
| 473 | S. Balasubramonian and K. S. S. Iyer | STOCHASTIC RESPONSE ANALYSIS OF STRUCTURES TO EARTHQUAKE FORCES [6WCEE] |
| 474 | Takuji Kobori, Ryoichiro Minai ami Yoshiyuki Suzuki | STOCHASTIC SEISMIC RESPONSE AND RELIABILITY OF HYSTERETIC STRUCTURES [6WCEE] |
| 475 | Yutaka Matsushima | STOCHASTIC RESPONSE OF STRUCTURE DUE TO SPATIALLY VARIANT EARTHQUAKE EXCITATIONS [6WCEE] |
| 476 | George Gazetas and Erik H. Vanmarcke | STOCHASTIC PREDICTION OF SEISMIC RESPONSE OF INELASTIC MULTIDEGREE-OF-FREEDOM SIRUCTURES [6WCEE] |
| 477 | Takuji Kobori and Ryolchiro Minai | APPLICATION OF STOCHASTIC DIFFERENTIAL EQUATIONS TO SEISMIC ANALYSES OF NONLINEAR STRUCTURES [6WCEE] |
| 478 | Kiyoshi Muto, T. Tsugawa, M. Niwa and H. Shimizu | SIMULATION ANALYSIS OF A HIGHRISE REINFORCED CONCRETE BUILDING IN TWO DIFFERENT EARTHQUAKES [6WCEE] |
| 479 | H. Takizawa and P. C. Jennings | ULTIMATE CAPACITY OF LOWRISE R/C BUILDINGS SUBJECTED TO INTENSE EARTHQUAKE MOTION [6WCEE] |
| 480 | Masaya Murakami and Joseph Penzien | NONLINEAR RESPONSE SPECTRA FOR PROBABILISTIC SEISMIC DESIGN OF REINFORCED CONCRETE STRUCTURES [6WCEE] |
| 481 | P.C.Wang and R. F. Drenick | CRITICAL SEISMIC EXCITATION AND RESPONSE OF STRUCTURES [6WCEE] |
| 482 | Juan Cassis | AN EFFICIENT APPROACH FOR THE DYNAMIC SENSITIVITY ANALYSIS [6WCEE] |
| 483 | Sttkenobu Tani and Satsuya Soda | VERTICAL LOAD EFFECT ON STRUCTURAL DYNAMICS [6WCEE] |
| 484 | H. Taktzawa | BIAXIAL AND GRAVITY EFFECTS IN MODELLING STRONG MOTION RESPONSE OF R/C STRUCTURES [6WCEE] |
| 485 | R. K. McGuire | RESPONSE OF SIMPLE ELASTOPLASTIC SYSTEMS TO EARTHQUAKES OF VARIOUS MAGNITUDES AND DISTANCES [6WCEE] |
| 486 | F. E. Udwadia | UNIQUENESS PROBLEMS IN STRUCTURAL IDENTIFICATION FROM STRONG MOTION RECORDS [6WCEE] |
| 487 | Warren Y. L. Wang and Subhash C. Goel | PREDICTION OF MAXIMUM STRUCTURAL RESPONSE BY USING SIMPLIFIED ACCELEROGRAMS [6WCEE] |
| 488 | H. Y. Fang and H. C. Mehta | STRUCTURAL RESPONSE OF SULPHUR-BAMBOO REIN- FORCED EARTH MAT TO SEISMIC LOADING [6WCEE] |
| 489 | Joji Sakurai and J. K Minami | EFFECTS OF SOIL PROFILES ON THE SEISMIC RESPONSE OF BUILDINGS [6WCEE] |
| 490 | Joseph P. Murtha and Owen M. Kirkley | RESPONSE SPECTRA FOR OCEAN STRUCTURES [6WCEE] |
| 491 | R. E. Scholl and J. A. Blume | DAMAGING RESPONSE OF LOW-RISE BUILDINGS [6WCEE] |
| 492 | Nathan M. Newmark, William X Hall and James R. Morgan | COMPARISON OF BUILDING RESPONSE AND FREE FIELD MOTION IN EARTHQUAKES [6WCEE] |
| 493 | G. W. Housner | THEME REPORT [6WCEE] |
| 494 | K. Kubo | REMARKS OF THE CHAIRMAN OF THEME 3B [6WCEE] |
| 495 | V. Schenk | PARTICLE MOTION EQUATIONS AND THEIR PREDICTION IN THE CLOSE REGION OF UNDERGROUND EXPLOSIONS [6WCEE] |
| 496 | J. S. Carmona, J. Herrera C. and H. Giuliani | DAMAGE ENERGY SPECTRUM OF TWO SOUTH AMERICAN EARTHQUAKES [6WCEE] |
| 497 | J. S. Carmona, and J. P. Girardi | SEISMIC RISKS VARIATION ACCORDING TO SEQUENCES OF SEISMIC EVENTS [6WCEE] |
| 498 | S. D. Werner, and H. S. Ts'ao | STATISTICAL ANALYSES OF VERTICAL GROUND MOTION CHARACTERISTICS [6WCEE] |
| 499 | G. 0. Gates, W. D. Page, W. V. Savage and S. Zuberi | THE MAKRAN EARTHQUAKE NOVEMBER 28, 1945 (MAG. 8.3)—A 1975 FIELD APPRAISAL OF GEOLOGIC AND CULTURAL EFFECTS [6WCEE] |
| 500 | Hiroshi Kagani, N. Goto, K. Shiono, Y. Ohta, K. Kudo and J. A. Johnson | l-To-5 SEC MICRO TREMORS AND THEIR APPLICATION FOR ELUCIDATING NATURES OF STRONG GROUND MOTIONS [6WCEE] |