Evaluation of wind-induced vibration of tall buildings and reliability analysis: A case study

HKIE Transactions Hong Kong Institution of Engineers

Volumn 7, Issue 1, 2000, Pages 47-50

  Li, Q S ^a  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Reliability Analysis; Tall Building; Wind Loading; Wind Tunnel Test; Wind Induced Vibration

Indexed keywords

EID: 0346146804     PISSN: 1023697X     EISSN: None     Source Type: Journal    
DOI: 10.1080/1023697X.2000.10667815     Document Type: Article

References (11)

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2. Fang, J.Q., Jeary A.P., Li. Q.S. and wong C.K. (1999), Random Damping in Buildings and Its AR Model,’ Journal of Wind Engineering and Industrial Aerodynamics, Vol.79, pp.159–167.
3. Kareem, A. (1985). Lateral-torsional motion of tall buildings to wind loads. Journal of Structural Engineering, ASCE, Vol. 111, No. 10.
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5. Li, Q.S. (1990), Prediction and estimation of wind-induced vibration of tall buildings. Research Report, Kajima Institute of Construction Technology, Kajima Corporation.
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10. Li, Q.S., Fang J.Q. and Jeary A.P. (1998b), Evaluation of 2D coupled galloping oscillations of slender structures, Computers & Structures, Vol.66, NO.5, pp.513–523.
11. National Building Code of Canada 1975, National Research Council, Ottawa, Canada.