考虑土-结构相互作用的层间位移评价经验方程

M. .
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引用次数: 1

摘要

_______________________________________________________________________________________ 抽象的土壤结构相互影响的分析是复杂和耗时。本文试图利用固定基础条件下的楼层位移计算结果,推导出计算SSI效应影响下的楼层位移的经验方程。通过与弹性连续介质模型中土结构相互作用的计算结果进行比较,验证了经验方程的准确性。利用SAP2000应用软件将经验方程所得结果与弹性连续体模型进行了比较。研究表明,该经验方程是合理正确的,可用于考虑土-结构相互作用的中高层建筑框架层位移的估计。因此,SSI建模所涉及的复杂性可以用简单的经验方程合理地代替。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EMPIRICAL EQUATION FOR EVALUATION OF STOREY DISPLACEMENT CONSIDERING SOIL STRUCTURE INTERACTION
_______________________________________________________________________________________ Abstract The incorporation of soil structure interaction effect in the analysis is complex and time consuming. In this work an attempt is made to derive an empirical equation to evaluate storey displacement under the influence of SSI effect using the results of storey displacement obtained from fixed base condition. An attempt is also made to check the accuracy of empirical equation by comparing the results with the incorporation of soil structure interaction effect using elastic continuum model. The results obtained from empirical equation are compared with the elastic continuum model using application software SAP2000. Study reveals that the empirical equation is reasonably correct and can be used to estimate storey displacement of mid rise building frames considering soil structure interaction. Thus the complexity involved in the SSI modeling may be reasonably substituted using simple empirical equation.
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