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上海广播电视塔桩基承台水平地震反应分析
引用本文:曹国敖,俞载道.上海广播电视塔桩基承台水平地震反应分析[J].同济大学学报(自然科学版),1994,22(3):263-273.
作者姓名:曹国敖  俞载道
作者单位:同济大学结构理论研究所
摘    要:分析了在桩尖处地震动输入下上海广播电视塔-群桩-土相互作用体系的桩承台水平地震反应问题。对群桩-地基土相互作用分析,采用了较为简便而实用的三维波动方程解的半解析方法的结果。在分析桩-土-承台体系的动力特性时,将承台以上的结构简化成一个动力等效的单自由度体系。最后给出了承台水平地震反应的时程曲线,作为上部结构地震反应分析时的有效地震输入。

关 键 词:桩基  电视塔  承台  地震反应

Horizontal Earthquake Response Analysis of Pile-Piled Foundation mat of Shanghai TV Tower
Cao Guoao, Yu Zaidao, Zha Jinxing.Horizontal Earthquake Response Analysis of Pile-Piled Foundation mat of Shanghai TV Tower[J].Journal of Tongji University(Natural Science),1994,22(3):263-273.
Authors:Cao Guoao  Yu Zaidao  Zha Jinxing
Abstract:In this paper the Horizontal response of the pile-piled foundation mat of Shanghai TV Tower as a soil-pile group-structure interaction system subjected to earthquake excitation at pile tip is analysed. To analyze the soil-pile group interaction, the conveniet and practical solutions of three dimensional wave motion equations of soil medium based on semi-analytical technique are adopted.To analyze the dynamic behavior of pile-soil-piled foundation mat system, the superstructure is simplified as a dynamically equivalent SDOF system. Finally, the time-history of the horizontal earthquake response of the piled foundation mat has been worked out as earthquake input for the dynamic analysis of the superstructure.
Keywords:TV  Tower  Pile-soil-structure interaction  Horizontal response of piled foundation mat  
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