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《Journal of Tongji University(Natural Science)》 2007-09
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Dynamic Interaction Between High-Rise Pile Cap Foundation and Bridge Structure

YE Aijun,LIU Weian,WANG Binbin (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)  
Based on a two-particle model approximately simulating the dynamic behavior of pile-group foundation and bridge structure above foundation,the formula calculating the seismic responses is derived,and programmed by MATLAB.Then a two-particle model with an actual structure as the background is established to study the dynamic interaction between the high-rise pile cap foundation and bridge structure.Study results show that,if the mass of a high-rise pile cap is large,there is a significant dynamic interaction between the pile foundation and bridge structure above foundation,so influence of the pile cap mass should not be ignored in the seismic responses analysis of pier and foundation,otherwise very great error may be caused.
【Fund】: 上海市青年科技启明星计划资助项目(03QF14052)
【CateGory Index】: U442.55
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