Based on systematic analysis of field data of earthquake monitoring profile in Qingchuan,Sichuan,this paper employed the universal finite element analysis software(ANSYS) to establish a numerical model of Dongshan-Shiziliang monitoring profile,and the response of the slope under seismic loading was simulated.
在对青川地震监测剖面实测数据进行系统分析的基础上,运用大型通用有限元分析软件ANSYS建立东山—狮子梁监测剖面的数值模型,分析了地震作用下斜坡的动力响应规律。
参考来源 - 地震荷载作用下斜坡响应研究:以四川青川东山—狮子梁剖面为例·2,447,543篇论文数据,部分数据来源于NoteExpress
应用推荐