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Results: 1-25/74
Authors:
NAEIM F
Citation: F. Naeim, PERFORMANCE OF 20 EXTENSIVELY-INSTRUMENTED BUILDINGS DURING THE 1994 NORTHRIDGE EARTHQUAKE, The Structural design of tall buildings, 7(3), 1998, pp. 179-194
Authors:
NAEIM F
Citation: F. Naeim, RESEARCH OVERVIEW - SEISMIC RESPONSE OF STRUCTURES, The Structural design of tall buildings, 7(3), 1998, pp. 195-215
Authors:
NADJAI A
JOHNSON D
Citation: A. Nadjai et D. Johnson, TORSION IN TALL BUILDINGS BY A DISCRETE FORCE METHOD, The Structural design of tall buildings, 7(3), 1998, pp. 217-231
Authors:
TIMLER P
VENTURA CE
PRION H
ANJAM R
Citation: P. Timler et al., EXPERIMENTAL AND ANALYTICAL STUDIES OF STEEL PLATE SHEAR WALLS AS APPLIED TO THE DESIGN OF TALL BUILDINGS, The Structural design of tall buildings, 7(3), 1998, pp. 233-249
Authors:
ABOUTAHA RS
MACHADO R
Citation: Rs. Aboutaha et R. Machado, SEISMIC RESISTANCE OF STEEL CONFINED REINFORCED-CONCRETE (SCRC) COLUMNS, The Structural design of tall buildings, 7(3), 1998, pp. 251-260
Authors:
WHITTAKER A
MOEHLE J
HIGASHINO M
Citation: A. Whittaker et al., EVOLUTION OF SEISMIC BUILDING DESIGN PRACTICE IN JAPAN, The Structural design of tall buildings, 7(2), 1998, pp. 93-111
Authors:
UY B
Citation: B. Uy, DUCTILITY, STRENGTH AND STABILITY OF CONCRETE-FILLED FABRICATED STEELBOX COLUMNS FOR TALL BUILDINGS, The Structural design of tall buildings, 7(2), 1998, pp. 113-133
Authors:
KUANG JS
CHAU CK
Citation: Js. Kuang et Ck. Chau, FREE-VIBRATIONS OF STIFFENED COUPLED SHEAR WALLS, The Structural design of tall buildings, 7(2), 1998, pp. 135-145
Authors:
CHANG CC
QU WL
Citation: Cc. Chang et Wl. Qu, UNIFIED DYNAMIC ABSORBER DESIGN FORMULAS FOR WIND-INDUCED VIBRATION CONTROL OF TALL BUILDINGS, The Structural design of tall buildings, 7(2), 1998, pp. 147-166
Authors:
LI QS
FANG JQ
JEARY AP
Citation: Qs. Li et al., FREE LONGITUDINAL VIBRATIONS OF TALL BUILDINGS AND HIGHRISE STRUCTURES, The Structural design of tall buildings, 7(2), 1998, pp. 167-176
Authors:
THIEL CC
HAGEN SH
Citation: Cc. Thiel et Sh. Hagen, ECONOMIC-ANALYSIS OF EARTHQUAKE RETROFIT OPTIONS - AN APPLICATION TO WELDED STEEL MOMENT FRAMES, The Structural design of tall buildings, 7(1), 1998, pp. 1-19
Authors:
KUROKAWA Y
SAKAMOTO M
YAMADA T
KURINO H
KUNISUE A
Citation: Y. Kurokawa et al., SEISMIC DESIGN OF A TALL BUILDING WITH ENERGY-DISSIPATION DAMPER FOR THE ATTENUATION OF TORSIONAL VIBRATION, The Structural design of tall buildings, 7(1), 1998, pp. 21-32
Authors:
MAKARIOS T
ANASTASSIADIS K
Citation: T. Makarios et K. Anastassiadis, REAL AND FICTITIOUS ELASTIC AXES OF MULTISTORY BUILDINGS - THEORY, The Structural design of tall buildings, 7(1), 1998, pp. 33-55
Authors:
MAKARIOS T
ANASTASSIADIS K
Citation: T. Makarios et K. Anastassiadis, REAL AND FICTITIOUS ELASTIC AXES OF MULTISTORY BUILDINGS - APPLICATIONS, The Structural design of tall buildings, 7(1), 1998, pp. 57-71
Authors:
XIAO Y
MA R
Citation: Y. Xiao et R. Ma, SEISMIC BEHAVIOR OF HIGH-STRENGTH CONCRETE BEAMS, The Structural design of tall buildings, 7(1), 1998, pp. 73-90
Authors:
TAKEWAKI I
Citation: I. Takewaki, EFFICIENT SEMIANALYTICAL GENERATOR OF INITIAL STIFFNESS DESIGNS FOR STEEL FRAMES UNDER SEISMIC LOADING PART-2 - SLENDER FRAME (VOL 6, PG 163, 1997), The Structural design of tall buildings, 7(1), 1998, pp. 92-92
Authors:
LEW M
Citation: M. Lew, SPECIAL ISSUE - TALL BUILDINGS IN SEISMIC REGIONS, The Structural design of tall buildings, 6(4), 1997, pp. 243-243
Authors:
THORNTON CH
HUNGSPRUKE U
JOSEPH LM
Citation: Ch. Thornton et al., DESIGN OF THE WORLDS TALLEST BUILDINGS - PETRONAS TWIN TOWERS AT KUALA-LUMPUR CITY-CENTER, The Structural design of tall buildings, 6(4), 1997, pp. 245-262
Authors:
EKWUEME CG
SRINIVASAN M
HART GC
Citation: Cg. Ekwueme et al., EFFECT OF FLANGED WALLS ON THE SEISMIC PERFORMANCE OF TALL BUILDINGS, The Structural design of tall buildings, 6(4), 1997, pp. 263-277
Authors:
LEW M
BONNEVILLE D
Citation: M. Lew et D. Bonneville, NEW BUILDING CODE REQUIREMENTS FOR THE SEISMIC DESIGN OF TALL BUILDINGS NEAR ACTIVE FAULTS, The Structural design of tall buildings, 6(4), 1997, pp. 279-297
Authors:
SCHINDLER B
KELSO I
NAEIM F
Citation: B. Schindler et al., STRUCTURAL-ANALYSIS AND DESIGN OF THE METROPOLITAN WATER DISTRICT HEADQUARTERS IN LOS-ANGELES, CALIFORNIA, The Structural design of tall buildings, 6(4), 1997, pp. 299-309
Authors:
KARKEE MB
KISHIDA H
Citation: Mb. Karkee et H. Kishida, INVESTIGATIONS ON A NEW BUILDING WITH PILE FOUNDATION DAMAGED BY THE HYOGOKEN-NAMBU (KOBE) EARTHQUAKE, The Structural design of tall buildings, 6(4), 1997, pp. 311-332
Authors:
ANDERSON JC
CHEN WS
YIN P
Citation: Jc. Anderson et al., SEISMIC BEHAVIOR OF A HIGH-STRENGTH CONCRETE FRAMED TUBE, The Structural design of tall buildings, 6(4), 1997, pp. 333-350
Authors:
CARPENTER L
SCHINDLER B
STRAND D
PINKHAM CW
Citation: L. Carpenter et al., CONVERSATION WITH A MASTER - PINKHAM,CLARKSON,W, The Structural design of tall buildings, 6(3), 1997, pp. 173-181
Authors:
THIEL CC
Citation: Cc. Thiel, PROBABLE MAXIMUM LOSS ESTIMATION IN EARTHQUAKES - AN APPLICATION TO WELDED STEEL MOMENT FRAMES, The Structural design of tall buildings, 6(3), 1997, pp. 183-207