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《Sichuan Building Science》 2010-01
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Analysis of wind-induced vibration response of high-rise building considering Pile-Soil-Structure Intraction(Ⅱ)

FAN Cunxin1,ZHANG Yi1,TANG Heshen2(1.Jiangsu Key Laboratory of Structure Engineering(Suzhou University of Science and Technology),Suzhou 215011,China;2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China)  
Due to the effect of the pile-soil system,the dynamic character is much more differenct from the rigid foundation for the high rise building subjected to fluctuating wind load considering the Pile-Soil-Structure Interaction(PSSI).Considering the combined effect of differenct parameters,the effect of the parameter relative stiffness to the wind-induced vibration response of high-rise building are studied.The conclusion can be applied to the structural designing.
【Fund】: 江苏省结构工程重点学科项目;; 苏州市社会发展项目(SS05011)
【CateGory Index】: TU973.2
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