Control of 3-D coupled responses of wind-excited tall buildings by a spatially placed TLCD system

Wind and Structures, An International Journal

Volumn 3, Issue 3, 2000, Pages 193-207

  Liang, Shuguo ^a   Li, Qiusheng ^b   Qu, Weilian ^c  

^a WUHAN UNIVERSITY   (China)

^b CITY UNIVERSITY OF HONG KONG   (Hong Kong)

^c WUHAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

LOAD LIMITS; RANDOM PROCESSES; STIFFNESS; TALL BUILDINGS; THREE DIMENSIONAL; TORSION TESTING; VIBRATION CONTROL;

COUPLED RESPONSES; TUNED LIQUID COLUMN DAMPER; WIND LOADS;

WIND EFFECTS;

EID: 0034269429     PISSN: 12266116     EISSN: None     Source Type: Journal    
DOI: 10.12989/was.2000.3.3.193     Document Type: Article

References (8)

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3. Qu, W.L. (1991), " The design of TLCD. In : Control design for suppressing wind-induced vibration of tall buildings and highrise structures (in Chinese)", Publishing House of Wuhan University of Survey and Drawing, 196-222, Wuhan.
4. Sakai. F., Takaeda, S. and Tamaik, T. (1989), "Tuned liquid column dampers-new type device for suppressing of building vibrations", Proc. Inter. Conf. on Highrise Buildings, Nanjing, 926-931.
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