【摘要】 本文在文[1][2]提出的基础隔震系统实用简化模型的基础上,建立相应的结构地震反应时程分析方法,并进行地震波作用下上部结构加速度反应谱及基础位移反应谱计算。在此基础上,对隔震结构地震反应的特性及隔震参数的选取作了分析研究.本文所提供的计算方法是解析方法,精确可靠,适用性强,对建立隔震结构实用设计方法,推广该体系的应用范围具有一定意义。更多还原

【Abstract】 The authors establish the time analytical method of the earthquake response for the isolating structure on base of the simple mode suggested by paper [1] and [2], and compute the response spectra of the supper structure acceleration and the base displacement. The authors carry out a reseach into the earthquake response characteristic and the choice for the parameters of isolating bearings. The method is analytical, accurate, reliable, useful and meaningful for establishing the design method of the isolating structure and popularizing application.更多还原