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Li Hongnan Xiao Shiyun(Shenyang Arch.And Civil Eng.Institute,Shenyang 110015,China)  
In this paper, the mechanical model of soil- pile-structure interaction of the transmssion tower system is established and the equation of motion is derived, The program for computer is compiled and used to calculate the earthquake resportses of an actual transmission tower. Finally, the results of numerical calculation with and without considering soil -pile-structure interaction are compared.
【Fund】: 国家自然科学基金 海岸及近海工程国家重点试验室基金
【CateGory Index】: TU31
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