Structural Design of Tall Buildings

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#	Title	Journal	Year	Citations
1	Viscous damper development and future trends	Structural Design of Tall Buildings	2001	175
2	Experimental study of seismic response of buildings with supplemental fluid dampers	Structural Design of Tall Buildings	1993	172
3	Overstrength and force reduction factors of multistorey reinforced-concrete buildings	Structural Design of Tall Buildings	2002	114
4	Seismic response of structures with supplemental damping	Structural Design of Tall Buildings	1993	95
5	Earthquake responses of RC moment frames subjected to near-fault ground motions	Structural Design of Tall Buildings	2001	94
6	Optimal lateral stiffness design of tall buildings of mixed steel and concrete construction	Structural Design of Tall Buildings	2001	74
7	Conditions that give rise to unusually large long period ground motions	Structural Design of Tall Buildings	1993	73
8	Optimum viscous dampers for stiffness design of shear buildings	Structural Design of Tall Buildings	1996	73
9	Energy appproach in peformance-based seismic design of steel moment resisting frames for basic safety objective	Structural Design of Tall Buildings	2001	72
10	Dynamic characteristics of five tall buildings during strong and low-amplitude motions	Structural Design of Tall Buildings	1993	68
11	Real and fictitious elastic axes of multi-storey buildings: theory	Structural Design of Tall Buildings	1998	62
12	Effects of support stiffnesses on optimal damper placement for a planar building frame	Structural Design of Tall Buildings	1998	62
13	Experimental formula for the fundamental period of RC buildings with shear-wall dominant systems	Structural Design of Tall Buildings	2000	52
14	Effects of hysteretic model on seismic demands: consideration of near-fault ground motions	Structural Design of Tall Buildings	2002	50
15	Retrofit of pre-Northridge steel moment-resisting frames using fluid viscous dampers	Structural Design of Tall Buildings	2001	46
16	Suppression of Environmentally-Induced Vibrations in Tall Buildings by Hybrid Liquid Column Dampers	Structural Design of Tall Buildings	1996	44
17	Real and fictitious elastic axes of multi-storey buildings: applications	Structural Design of Tall Buildings	1998	44
18	Unified dynamic absorber design formulas for wind-induced vibration control of tall buildings	Structural Design of Tall Buildings	1998	43
19	Damping of tall buildings: its evaluation and probabilistic characteristics	Structural Design of Tall Buildings	1999	43
20	Field measurements of amplitude-dependent damping in a 79-storey tall building and its efects on the structural dynamic responses	Structural Design of Tall Buildings	2002	42
21	Seismic isolation design of the San Bernardino County Medical Center replacement project	Structural Design of Tall Buildings	1996	41
22	Tuned-pendulum mass damper installed in crystal tower	Structural Design of Tall Buildings	1992	36
23	Successful performance of a base-isolated hospital building during the 17 January 1994 Northridge earthquake	Structural Design of Tall Buildings	1996	34
24	Seismic resistance of steel confined reinforced concrete (SCRC) columns	Structural Design of Tall Buildings	1998	32
25	On the damping adjustment factors for earthquake response spectra	Structural Design of Tall Buildings	2001	30
26	Performance based design extreme wind loads on a tall building	Structural Design of Tall Buildings	2001	29
27	Performance of 20 extensively-instrumented buildings during the 1994 Northridge earthquake	Structural Design of Tall Buildings	1998	28
28	Drift design of steel-frame shear-wall systems for tall buildings	Structural Design of Tall Buildings	2002	28
29	Method of selecting design earthquake ground motions for tall buildings	Structural Design of Tall Buildings	2000	27
30	Concrete filled high strength steel box columns for tall buildings: Behaviour and design	Structural Design of Tall Buildings	1996	26
31	The performance of Tall buildings during the 21 September 1999 Chi-Chi earthquake, Taiwan	Structural Design of Tall Buildings	2000	26
32	Effect of axial deformation on vibration of tall buildings	Structural Design of Tall Buildings	2001	26
33	TIME EFFECTS IN CONCRETE-FILLED STEEL BOX COLUMNS IN TALL BUILDINGS	Structural Design of Tall Buildings	1997	25
34	An overview of active and hybrid structural control research in the U.S.	Structural Design of Tall Buildings	1993	24
35	Evaluation of pre-Northridge steel moment-resisting frame joints	Structural Design of Tall Buildings	1998	23
36	Semi-active control of seismic response of tall buildings with podium structure using ER/MR dampers	Structural Design of Tall Buildings	2001	23
37	An efficient resizing technique for the design of tall steel buildings subject to multiple drift constraints	Structural Design of Tall Buildings	1993	22
38	Optimum design of active/passive control devices for tall buildings under earthquake excitation	Structural Design of Tall Buildings	2002	22
39	A survey of glazing system behavior in multi-story buildings during hurricane andrew	Structural Design of Tall Buildings	1994	21
40	DRIFT CONTROL OF HIGH-RISE BUILDINGS WITH UNIT LOAD METHOD	Structural Design of Tall Buildings	1997	21
41	Experimental and analytical studies of steel plate shear walls as applied to the design of tall buildings	Structural Design of Tall Buildings	1998	21
42	A simplified analysis of doubly symmetric tube structures	Structural Design of Tall Buildings	1995	20
43	Control of response of structures with passive and active tuned mass dampers	Structural Design of Tall Buildings	2002	20
44	Prediction of load-settlement relationship for large-diameter piles	Structural Design of Tall Buildings	2002	20
45	Exact method of analysis of shear lag in framed tube structures	Structural Design of Tall Buildings	2002	20
46	Simplified analysis of asymmetric high-rise structures with cores	Structural Design of Tall Buildings	2002	18
47	Interstory drift design and damage control issues	Structural Design of Tall Buildings	1995	17
48	Analysis of the Northridge earthquake response of a damaged non-ductile concrete frame building	Structural Design of Tall Buildings	1996	17
49	Linear and nonlinear seismic response of a 52-storey steel frame building	Structural Design of Tall Buildings	2000	17
50	The effects of axial deformation and axial force on vibration characteristics of tall buildings	Structural Design of Tall Buildings	2002	17

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