考虑地基辐射阻尼的结构静动综合响应计算  

Calculation of structure's comprehensive response under static and dynamic loads considering foundation radiation damping

作　　者：何建涛[1,2] 马怀发[2,3] 陈厚群[2] 

机构地区：[1]国家核电力规划设计研究院,北京100094 [2]中国水利水电科学研究院工程抗震研究中心,北京100048 [3]中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京100038

出　　处：《世界地震工程》2012年第2期79-83,共5页World Earthquake Engineering

基　　金：国家自然科学基金资助项目(51079164);水利部公益专项(201201053)资助;中国水利水电科学研究院科研专项(KJ1133;KJ1242)

摘　　要：推导了便于工程应用的底边界同时入射三向地震波时地基底边界和四个侧边界相应于黏弹性边界的地震动输入公式;对目前静动力分析中边界条件不统一的解决方法进行了综述,分析了其合理性;由工程实例可以看出,由基本方法求得的结构最大主应力较直接用黏弹性动力边界求解静力问题的方法更加接近实际,而最大主应力往往控制着材料的损伤破坏,因此,虽然操作过程比较麻烦,但仍建议用基本方法求解结构的静动综合响应。Earthquake input formulae for the side and bottom of foundation corresponding to viscous-spring boundary were derived when the seismic waves in three directions are simultaneously input,which is more convenient to be used for engineering applications.The research status of methods solving the inconsistent boundary conditions in the static and dynamic analysis was summarized and their rationality was analysed.Taking the real project as a case,it can be well seen that the structure’s maximum principal stress obtained by using the basic method approaches more closely to the reality compared with that from the direct use of viscous-spring dynamic boundary to solve the static problem.The damage and failure of material are often under the control of the maximum principal stress,therefore,the basic method is advised to solve comprehensive response of structure under static and dynamic loads although it is cumbersome to implement.

关 键 词：黏弹性边界 地震动输入 静动综合响应 

分 类 号：U442.55[建筑科学—桥梁与隧道工程]