桩–土–隔震结构相互作用地震响应分析
Analysis of the response to earthquake of the pile-soil-isolated structure interaction
-
摘要: 本文在Penzien模型的基础上,建立了隔震结构考虑桩土相互作用(SSI)的计算模型,推导了其运动方程,分析了桩土相互作用对隔震结构的影响,同时,对地震动自由场输入和桩端输入对隔震结构的影响进行了比较。分析结果表明桩土相互作用对隔震结构地震响应有一定影响,但其影响比非隔震结构小得多,因而,在一般的隔震结构设计中,可以不考虑SSI的影响。Abstract: Based on the model of Penzien, the calculation model of isolated structure in consideration of pile-soil interaction (SSI) is established, the vibration equation is derived, and the effect of interaction of pile-soil on isolation structure is analyzed. At the same time, the effect of earthquake inputted from free ground or end of pile on isolated structure is compared. The conclusions suggest that the interaction of pile-soil has some effect on isolation structure, which is much more smaller than that on non-isolated structure. For this reason, the SSI can be ignored in the design of isolation structure.