MONITORING OF TYPHOON EFFECTS ON SUPER-TALL BUILDINGS
This paper presents selected field measurement results of wind characteristics and structural responses of four super-tall buildings, Jin Mao Building (421m, 88 floors) in Shanghai, The Center (350 m, 79 floors) in Hong Kong, Di Wang Tower (384 m, 78 floors) in Shenzhen and Citic Plaza Tower (391 m, 80 floors) in Guangzhou, during passages of several typhoons. The field data such as wind speeds, wind directions and acceleration responses were continuously measured from the four-super tall buildings during typhoons. Detailed analysis of the field data was conducted to investigate the characteristics of typhoon-generated wind and wind-induced vibrations of these super-tall buildings under typhoon conditions. The dynamic characteristics of the four buildings were determined on the basis of the field measurements and comparisons with those calculated from the computational models of the buildings were made. Furthermore, the field measurements were compared with wind tunnel results to evaluate the accuracy of the model test results and adequacy of the techniques used in wind tunnel tests.
Tall building typhoon full-scale measurements wind effect wind tunnel test
Q.S. Li Y.Q. Xiao J.R. Wu C Z.N. Li
Department of Building and Construction,City University of Hong Kong,Kowloon,HongKong Harbin Institute of Technology Shenzhen Graduate School,Shenzhen,P. R. China Department of Civil Engineering,Guangzhou University,Guangzhou,P. R. ChinaSchool of Civil Engineerin Department of Civil Engineering,Guangzhou University,Guangzhou,P. R. China School of Civil Engineeri
国际会议
长沙
英文
121-129
2009-10-26（万方平台首次上网日期，不代表论文的发表时间）