【作者】 吕鹏； 水涛； 范存新； 宋辉；

【Author】 Lv Peng, Shui Tao, Fan Cunxin, Song Hui Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092 , China Department of Civil Engineering, University of science and techology of Suzhou , Jiangs u Suzhou, 2150112 , China Architectural Design and Research Institute of Xi’an University of Architecture & Technology, Shan’xi xi’an, 710055 , China

【机构】 同济大学 结构工程与防灾研究所； 苏州科技大学土木工程系； 西安建筑科技大学建筑设计院；

【摘要】 本文在不考虑土-结构相互作用时结构响应分析的基础上,引入了地基阻抗函数,对考虑横向风荷载作用下的高层建筑提出土-结构相互作用,最后给出算例,考虑横风向、顺风向作用下的结构响心与仅考虑顺风向作用下的结构响应进行了比较,以及考虑横、顺风向及土-结构相互作用下的结构响应与仅有顺风向下的结构响应进行比较,给出比较结果。更多还原

【Abstract】 on the basis of Response Analysis without considering SSI influence, base coupling function is introduced . Puts forward SSI influence on the high-rised construction considering across-wind load , provides corresponding calculationl examples to compare the structure response under across-and-along wind load with that of only considering along-wind load , and compares the structure response under across-and-along wind load considering SSI effect with that of only considering along-wind load , and comparative results are provided.更多还原