《PROCEEDINGS OF THE SEVENTH WORLD CONFERENCE ON EARTHQUAKE ENGINEERING VOLUME 7 STRUCTURAL ASPECTS PA》求取 ⇩

TABLE OF CONTENTS1

BIAXLAL SHAKING TABLE STUDY OF A R/C FRAME M．G．Oliva,R．W．Clough1

A NAIVE MODEL FOR NONLINEAR RESPONSE OF REINFORCED CONCRETE BUILDINGS Mehdi Saiidi,Mete S？zen8

DUCTILITY AND STRENGTH OF REINFORCED CONCRETE COLUMNS WITH SPIRALS OF HOOPS UNDER SEISMIC LOADING R．Park,M．J．N．Priestley,W．D．Gill,R．T．Potangaroa15

SEISMIC BEHAVIOR OF PRECAST WALLS COUPLED THROUGH VERTICAL CONNECTIONS Peter Mueller,James M．Becker23

DELAYING SHEAR STRENGTH DECAY IN REINFORCED CONCRETE FLEXURAL MEMBERS UNDER LARGE LOAD REVERSALS Charles F．Scribner,James K．Wight31

INELASTIC BEHAV IOR OF WIDE-FLANGE BEAM-COLUMNS UNDER CONSTANT VERTICAL AND TWO-DIMENSIONAL ALTERNATING HORIZONTAL LOADS Chiaki Matsui,Shasuke Morino,Keigo Tsuda39

STRENGTH AND HYSTERESIS CHARACTERISTICS OF STEEL-REINFORCED CONCRETE BEAM-COLUMNS WITH BASE Yakeo Naka,Koji Morita,Masahiko Tachibana47

TENSION LAP SPLICES UNDER SEVERE LOAD REVERSALS J．D．Aristizabal-Ochoa,A．E．Fiorato,W．G．Corley55

SLOSHING OF LIQUIDS IN RI GID ANNULAR CYLINDRICAL AND TORUS TANKS DUE TO SEISMIC GROUND MOTIONS M．Aslam,W．G．Godden,D．T．Scalise63

MECHANISM OF CONFINEMENT IN TIED COLUMNS Shamim A．Sheikh,S．M．？zümeri71

FORCED VIBRATION TESTS AT A NUCLEAR POWER PLANT K．Hanada,A．Kato,M．Kanae79

LARGE SCALE TESTS FOR THE HYSTERESIS BEHAVIOR OF INCLINED BRACING MEMBERS Heinrich Gugerli,Subhash C．Goel87

SPATIAL SUBASSEMBLAGE TESTS FOR R/C FRAMES TO DYNAMIC CYCLIC LOADING Dumitru Vasilescu95

DUCTILITY BEHAVIOR OF REINFORCED CONCRETE FRAMES L．R．Gupta．Brijesh Chandra99

EARTHQUAKE SIMULA？OR STUDY OF A STEEL FRAME SMALL-SCALE MODEL Russell S．Mills, Helmut Krawinkler103

STATIC AND SEISMIC MODEL BEHAVIOUR OF A NEW TYPE OF MIXED STRUCTURE FOR REINFORCED CONCRETE INDUSTRIAL STORIED BUILDINGS C．Mihai,M．Manolovici,St．Carlan,St．Marinescu,M．Iricovici107

SEISMIC BEHAVIOR OF MASONRY BUILDINGS Pedro A．Hidalgo,Hugh D．Mc Niven111

REQUIREMENTS FOR SINGLE-STORY MASONRY HOUSES R．W．Clough,P．Gülkan,R．L．Mayes119

ECCENTRIC SEISMIC BRACING OF STEEL FRAMES Egor P．Popov127

EARTHQUAKE-INDUCED PERMANENT DISPLACEMENTS IN SMALL SHEAR-TYPE STEEL STRUCTURES Dixon Rea,Alvar M．Kabe133

SEISMICALLY LOADED HOLDING DOWN BOLTS R．Shepherd141

EXPERIMENTAL SEISMIC VERIFICATION OF ASSEMBLED PREFABRICATED STRUCTURES A．Cantoldi,M．Casirati,P．Pezzoli149

LARGE-SCALE EARTHQUAKE SIMULATION TABLES J．D．Aristizabal-Ochoa,A．J．Clark157

SHAKING TABLE TEST OF STEEL FRAMES Takeshi Nakamura,Nozomu Yeshida,Satoshi Iwai Hidehiro Takai165

EXPERIMENTAL STUDY ON STRENGTHENING REINFORCED CONCRETE173

STRUCTURE BY ADDING SHEAR WALL Yoichi Higashi,Toneo Endo,Masamichi Ohkubo,Yasushi Shimizu173

A COMPARISON OF THREE LABORATORY TEST METHODS USED TO DETERMINE THE SHEAR RESISTANCE OF MASONRY WALLS A．Bernardini,C．Modena,V．Turnsek,U．Vescovi181

A NEW DYNAMIC CONTROL 4-MOMENT VIBRATION GENERATOR Shohei Hayashi185

RIGIDITY AND STRENGTH OF REINFORCED CONCRETE STRUCTURE WITH SPANDRELS AND WING WALLS Setsuro Nomura,Kazuhide Sato189

REPEATED HORIZONTAL DISPLACEMENTS OF INFILLED FRAMES HAVING DIFFERENT STIFFNESS AND CONNECTION SYSTEMS-EXPERIMENTAL ANALYSIS Alberto Parducci,Marco Mezzi193

SOME ANALYSES ON MECHANISMS TO DECREASE EARTHQUAKE EFFECTS TO BUILDING STRUCTURES(PART 7,STEEL DAMPERS FOR TALL BUILDINGS) Kiyoo Matsushita,Masanori Izumi,Hirozo Mihashi,Tatsuo Sasaki,Nor iaki Nomura197

INELASTIC EARTHQUAKE RESPONSE OF TALL R．C．BRIDGE PIERS WITH EMPHASIS ON ULTIMATE STATES H．Goto,T．Kasai,N．Imanishi201

A STUDY ON OVERTURNING VIBRATION OF RIGID STRUCTURES N．Ogawa205

RESTORING FORCE CHARACTERISTICS OF RC WALLS WITH OPENINGS AND REINFORCING METHODS Hajime Umemura,Hiroyuki Aoyama,Youji Hosokawa209

REINFORCED CONCRETE REACTOR BUILDING Takashi Uchida,Nobutsugu Ohmori,Tsunehisa Tsugawa,Akira Endoh217

PSEUDO-DYANAMIC TESTS ON A 2-STORY STEEL FRAME BY COMPUTER-LOAD TEST APPARATUS HYBRID SYSTEM Koichi Takanashi,kuniaki Udagawa,Hisashi Tanaka225

EFFECTS OF WELDED BAND PLATES ON ASEISMIC CHARACTERISTICS OF REINFORCED CONCRETE COLUMNS Takashi Arakawa233

SEISMIC BEHAVIOR OF INELASTIC MEMBERS OF BRACED FRAME STRUCTURE Teizo Fujiwara241

ELASTO-PLASTIC BEHAVIOR OF STEEL FRAME WITH STEEL-CONCRETE COMPOSITE BEAM UNDER CYCLIC HORIZONTAL LOADING M．Yamada,B．Tsuji,H．Adachi249

DYANAMIC COLLAPSE TESTS OF REINFORCED CONCRETE FRAME STRUCTURES WITH A COLUMN SUBJECTED TO HIGH COMPRESSIVE STRESS Hiroaki Eto,Toshikazu Takeda257

USING TUNED-MASS DAMPERS TO REDUCE SEISMIC RESPONSE J．R．Sladek．R．E．Klingner265

EARTHQUAKE-INDUCED PERMANENT DI SPLACEMENTS IN MODEL REINFORCED EARTH WALLS Dixon Rea,William E．Wolfe273

ANALYTICAL AND EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF FRAME-PANEL TYPE NONSTRUCTURAL WALLS Isao Sakamoto281

BEHAVIOUR OF REINFORCED CONCRETE BEAM-COLUMN JOINTS UNDER CYCLIC LOADING P．Gavrilovic,M．Velkov,D．Jurukovski,D．Mamucevski289

REPAIRED REINFORCED CONCRETE MEMBERS AND JOINTS UNDER CYCLIC LOADING Miodrag Velkov,P．M．Gavrilovic297

HYSTRETIC CHARACTERISTICS OF BEAM-TO-COLUMN CONNECTIONS IN STEEL SEINFORCED CONCRETE STRUCTURES Koichi Minami,Yasushi Nishimura305

INELASTIC RESPONSE OF STEEL FRAMES SUBJECT TO MULTICOMPONET EARTHQUAKES Erdo？an Uzgider309

RECENT WORK ON THE DYNAMIC BEHAVIOUR OF TALL BUILDINGS AT VARIOUS AMPLITUDES B．R．Ellis,A．P．Jeary313

STATIC AND DYNAMIC RESPONSE ANALYSIS OF A R/C BUILDING DAMAGED BY MIYAGI-KEN-OKI EARTHQUAKE OF JUNE,1978 Tomoya Nagasaka317

INFLUENCE OF LOCAL AND LATERAL BUCKLING ON INELASTIC BEHAVIOR OF STEEL FRAMES Chiaki Matsui,Takashi Yoshizumi321

THE RESPONSE OF VETERANS HOSPITAL BUILDING 41 IN THE SAN FERNANDO EARTHQUAKE Avigdor Rutenberg,Paul C．Jennings,George W．Housner325

INELASTIC,CYCLIC BEHAVIOR OF REINFORCED CONCRETE FRAME-WALL STRUCTURES SUBJECTED TO LATERAL FORCES Ikuo Yamaguchi,Shunsuke Sugano,Yasuo Higashibata,Toshio Nagashima333

FIELD TEST OF FINITE ELEMENT CONCRETE DAM ANALYSIS Ronald F．Scott,J．Brent Hoerner341

PRECAST CONCRETE BRACED FRAMES INCORPORATINGLOAD-LIMITING ENERGY-DISSIPATING DEVICES IN AN EARTHQUAKE RESISTANT BUILDING C．D．Matthewson,R．A．Davey349

PERFORMANCE OF THE BUILDING OF FACULTY OF ENGINEERING,TOHOKU UNIVERSITY DURING THE 1978 MIYAGI-KEN-OKI EARTHQUAKE Toshio Shiga,Akenori Shibata,Junichi Shibuya,Junichi Takahashi357

SLIDNG OF BRIDGE ABUTMENTS DURING EARTHQUAKE He Duxin,Gao Jinying365

VERTICAL EARTHQUAKF LOAD ON CHIMNEYS Qian Peifeng,Su Wunzao,Yang Yadi373

STATIC AND DYNAMIC ANALYSES OF A REINFORCED CONCRETE HOTEL BUILDING DAMAGED DURING THE OITA EARTHQUAKE OF APRIL 21,1975 Koji Yoshimura,Kenji Kikuchi381

MATHEMATICAL MODELLING OF HYSTERESIS LOOPS FOR REINFORCED CONCRETE COLUMNS Shinsuke Nakata,Terry Sproul,Joseph Penzien389

DAMAGE OF WELDED STEEL STRUCTURES DUE TO STRONG EARTHQUAKES Kiyoshi Kaneta,Isao Kohzu397

DYNAMIC BEHAVIOR OF PIPELINE DURING THE MIYAGI-KEN-OKI EARTHQUAKE IN 1978 Jiro Miyauchi,Jun Tsuj imoto405

DYNAMIC RESPONSE OF A REINFORCED CONCRETE COLUMN MODEL F．Vestroni,D．Capecchi,G．Rega413

OSCILLATION DECREMENTS OF BUILDINGS AND STRUCTURES G．A．Shapiro,V．F．Zakharov429

NONLINEAR CYCLIC BEHAVIOR OF REINFORCED CONCRETE PLANE STRESS MEMBERS…………………………………………………Haluk Aktan,Movses J．Kaldjian429

DAMPINGESTIMATION FROM FULL-SCALE CYCLIC TESTING OF A FIVE-STORY STEEL FRAME Jean-Guy Beliveau,Michel Favillier433

MEASUREMENTS AND CALCULATIONS OF NATURAL FREQUENCIES AND COUPLED BENDING-TORSION MODES OF HIGHRISE BUILDINGS Eberhard Luz,Siegfried Gurr437

AMBIENT VIBRATION SURVEY OF A 325-METER HIGH MAST Bao Zhi-Wen,Qiu Zong-Lian,Lai Jin-Yan441

PSEUDO-DYNAMIC TESTS ON FRAMES INCLUDING HIGH STRENGTH BOLTED CONNECTIONS Koichi Takanashi,Hidetake Taniguchi445

EFFECT OF CLADDING ON BUILDING RESPONSE TO MODERATE GROUND MOTION Barry J．Goodno,Kenneth M．Will,Hafsteinn Palsson449

SEISMIC RESPONSE OF HYSTERETIC DEGRADING STRUCTURES Thomas T．Baber,Yi-Kwei Wen457

DRY FRICTION DAMPING OF MULTISTORY STRUCTURES W．O．Keightley465

VIBRO-TESTING OF MULTI-STOREY FRAMED BUILDINGS Yu．Simon,V．A．Zakarian,R．A．Badalian472

A FIELD WORK INVESTIGATION OF STEEL BUILDING DAMAGE DUE TO THE 1978 MIYAGIKEN-OKI EARTHQUAKE Ben Kato,Atsuo Tanaka,Hiroyuki Yamanouchi479

HYSTERETIC ENERGY SPECTRA IN SEISMIC DESIGN W．E．McKevitt,D．L．Anderson,N．D．Nathan,S．Cherry487

INELAST IC BEHAVIOR OF BUILDING SYSTEMS SUBJECTED TO THREE-DIMENSIONAL EARTHQUAKE MOTIONS Franklin Y．Cheng,Prasert Kitipitayangkul495

EFFECTS OF LOCALIZED FAILURE IN EVALUATING ULTIMATE CAPACITY OF R/C BUILDINGS H．Takizawa503

TEST OF RC SHEAR WALLS SUBJECTED TO BI-AXIAL LOADING Hiroyuki Aoyama,Manabu Yoshimura511

VIBRATION TESTS ON REINFORCED CONCRETE TOWERS FOR MICROWAVE TELECOMMUNICATION Yuji Sato,Yukio Sawabe519

STRUCTURAL DAMAGE ANDSTIFFNESS DEGRADATION OF BUILDINGS CAUSED BY SEVERE EARTHQUAKES Junj i Ogawa,Yoshihiro Abe527

VIBRATION TESTS ON MANY TYPES OF BASE AND BUILDING MODELS SET ON REAL GROUND Soichi Kawamura,Koji Kitazawa,Nagahide Kani,Masatashi Hisano535

NECESSARY AND SUFFICIENT CONDITIONS FOR PROPERTIES OF FRAMED SHEAR WALLS AFTER CRACKING Y．Sonobe,M．Yokoyama,H．Imai543

DAMPING DETERMINATION FROM FULL-SCALE EXPERIMENTS Trifun Paskalov,Ljubomir Taskov,Boris Taskovski551

CONVENTIONAL METHOD FOR ESTIMATING THE FLOOR RESPONSE PROPERTIES OF ELASTIC-AND ELASTO-PLASTIC SUB-STRUCTURE SYSTEMS K．Suzuki,S．Aoki559

DYNAMIC BEHAVIOR OF LARGE PANEL CONNECTIONS Nina Avramidou Maio563

NON SYMMETRIC RESPONSE OF SYMMETRIC R/C STRUCTURES TO BIAXIAL SEISMIC INPUTS Alberto Parducci,Marco Mezzi567