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Results: 26-50/74
Authors:
LOH CH
LIN PY
Citation: Ch. Loh et Py. Lin, KALMAN FILTER APPROACH FOR THE CONTROL OF SEISMIC-INDUCED BUILDING VIBRATION USING ACTIVE MASS DAMPER SYSTEMS, The Structural design of tall buildings, 6(3), 1997, pp. 209-224
Authors:
BAJORIA GC
AGRAWAL AK
Citation: Gc. Bajoria et Ak. Agrawal, NONLINEAR BEHAVIOR OF A COUPLED SHEAR WALL AND SHEAR CORE SYSTEM UNDER RANDOM GROUND EXCITATION, The Structural design of tall buildings, 6(3), 1997, pp. 225-239
Authors:
HART GC
Citation: Gc. Hart, CONVERSATIONS WITH THE MASTERS OF THE STRUCTURAL DESIGN OF TALL BUILDINGS, The Structural design of tall buildings, 6(2), 1997, pp. 87-87
Authors:
HART GC
NAEIM F
HOLGUIN R
JOHNSTON RG
Citation: Gc. Hart et al., CONVERSATION WITH A MASTER - JOHNSTON,ROY,G, The Structural design of tall buildings, 6(2), 1997, pp. 89-98
Authors:
MASI A
DOLCE M
CATERINA F
Citation: A. Masi et al., SEISMIC RESPONSE OF IRREGULAR MULTISTORY BUILDINGS WITH FLEXIBLE INELASTIC DIAPHRAGMS, The Structural design of tall buildings, 6(2), 1997, pp. 99-124
Authors:
WONG KKF
HART GC
Citation: Kkf. Wong et Gc. Hart, ACTIVE CONTROL OF INELASTIC STRUCTURAL RESPONSE DURING EARTHQUAKES, The Structural design of tall buildings, 6(2), 1997, pp. 125-149
Authors:
TAKEWAKI I
Citation: I. Takewaki, EFFICIENT SEMIANALYTICAL GENERATOR OF INITIAL STIFFNESS DESIGNS FOR STEEL FRAMES UNDER SEISMIC LOADING .1. FUNDAMENTAL FRAME, The Structural design of tall buildings, 6(2), 1997, pp. 151-162
Authors:
TAKEWAKI I
Citation: I. Takewaki, EFFICIENT SEMIANALYTICAL GENERATOR OF INITIAL STIFFNESS DESIGNS FOR STEEL FRAMES UNDER SEISMIC LOADING .2. SLENDER FRAME, The Structural design of tall buildings, 6(2), 1997, pp. 163-170
Authors:
UY B
DAS S
Citation: B. Uy et S. Das, TIME EFFECTS IN CONCRETE-FILLED STEEL BOX COLUMNS IN TALL BUILDINGS, The Structural design of tall buildings, 6(1), 1997, pp. 1-22
Authors:
PARK HS
PARK CL
Citation: Hs. Park et Cl. Park, DRIFT CONTROL OF HIGHRISE BUILDINGS WITH UNIT LOAD METHOD, The Structural design of tall buildings, 6(1), 1997, pp. 23-35
Authors:
HART GC
HUANG SC
LOBO RF
JAIN A
VANWINKLE M
Citation: Gc. Hart et al., EARTHQUAKE RESPONSE OF STRENGTHENED STEEL SPECIAL MOMENT-RESISTING FRAMES, The Structural design of tall buildings, 6(1), 1997, pp. 37-58
Authors:
KAPPOS AJ
Citation: Aj. Kappos, A COMPARATIVE-ASSESSMENT OF R C STRUCTURES DESIGNED TO THE 1995 EUROCODE-8 AND THE 1985 CEB SEISMIC CODE/, The Structural design of tall buildings, 6(1), 1997, pp. 59-83
Authors:
LEW M
HART GC
NAEIM F
HARDER RN
HUDSON MB
SKYERS BD
SRINIVASAN M
HOLGUIN RE
Citation: M. Lew et al., DEVELOPMENT OF NEW LOS-ANGELES SEISMIC ANALYSIS CRITERIA FOR TALL BUILDINGS - SITE-SPECIFIC CONSIDERATIONS, The Structural design of tall buildings, 5(4), 1996, pp. 235-264
Authors:
ASHER JW
YOUNG RP
EWING RD
Citation: Jw. Asher et al., SEISMIC ISOLATION DESIGN OF THE SAN-BERNARDINO-COUNTY-MEDICAL-CENTER REPLACEMENT PROJECT, The Structural design of tall buildings, 5(4), 1996, pp. 265-279
Authors:
KUANG JS
PUVVALA J
Citation: Js. Kuang et J. Puvvala, CONTINUOUS TRANSFER BEAMS SUPPORTING INPLANE LOADED SHEAR WALLS IN TALL BUILDINGS, The Structural design of tall buildings, 5(4), 1996, pp. 281-293
Authors:
ISLAM MS
Citation: Ms. Islam, ANALYSIS OF THE NORTHRIDGE EARTHQUAKE RESPONSE OF A DAMAGED NON-DUCTILE CONCRETE FRAME BUILDING, The Structural design of tall buildings, 5(3), 1996, pp. 151-182
Authors:
NADJAI A
JOHNSON D
Citation: A. Nadjai et D. Johnson, ANALYSIS OF SPATIAL REAL BUILDINGS BY DISCRETE FORCE METHOD, The Structural design of tall buildings, 5(3), 1996, pp. 183-204
Authors:
HART GC
Citation: Gc. Hart, DESIGN CRITERIA FOR THE SEISMIC REHABILITATION OF BUILDINGS, The Structural design of tall buildings, 5(3), 1996, pp. 205-216
Authors:
TSUJI M
NAKAMURA T
Citation: M. Tsuji et T. Nakamura, OPTIMUM VISCOUS DAMPERS FOR STIFFNESS DESIGN OF SHEAR BUILDINGS, The Structural design of tall buildings, 5(3), 1996, pp. 217-234
Authors:
UY B
PATIL SB
Citation: B. Uy et Sb. Patil, CONCRETE-FILLED HIGH-STRENGTH STEEL BOX COLUMNS FOR TALL BUILDINGS - BEHAVIOR AND DESIGN, The Structural design of tall buildings, 5(2), 1996, pp. 75-94
Authors:
CELEBI M
Citation: M. Celebi, SUCCESSFUL PERFORMANCE OF A BASE-ISOLATED HOSPITAL BUILDING DURING THE 17 JANUARY 1994 NORTHRIDGE EARTHQUAKE, The Structural design of tall buildings, 5(2), 1996, pp. 95-109
Authors:
TAKABATAKE H
Citation: H. Takabatake, A SIMPLIFIED ANALYSIS OF DOUBLY SYMMETRICAL TUBE STRUCTURES BY THE FINITE-DIFFERENCE METHOD, The Structural design of tall buildings, 5(2), 1996, pp. 111-128
Authors:
LI AQ
DING DJ
CAO ZL
Citation: Aq. Li et al., EXPERIMENTAL-STUDY OF REINFORCED-CONCRETE FRAMED SHEARWALL WITH FRICTION DAMPING CONTROL DEVICES, The Structural design of tall buildings, 5(2), 1996, pp. 129-139
Authors:
KUANG JS
Citation: Js. Kuang, ON THE ACCURACY OF THE CONTINUUM METHOD FOR ANALYSIS OF COUPLED SHEARWALLS OF UNEQUAL WIDTH, The Structural design of tall buildings, 5(2), 1996, pp. 141-146
Authors:
KRAWINKLER H
ALALI A
Citation: H. Krawinkler et A. Alali, SEISMIC DEMAND EVALUATION FOR A 4-STORY STEEL FRAME STRUCTURE DAMAGEDIN THE NORTHRIDGE EARTHQUAKE, The Structural design of tall buildings, 5(1), 1996, pp. 1-27