挡水闸的地震响应分析  

Seismic response analysis of sluices

作　　者：余雄[1] 杨怀平 王曾璇 杨文汉 周平记 

机构地区：[1]清华大学水利水电工程系,北京100084 [2]中南勘测设计研究院宜昌分院,湖北宜昌443002

出　　处：《水利水运科学研究》2000年第3期22-26,共5页

摘　　要：为解决结构 -地基相互作用问题 ,建立了能反映结构和基础静力、动力特性的有限元计算模型 .从工程应用角度 ,考虑了水、地基和结构应力的相互作用 。Traditionally, the simplified quasi static method is adopted to study the stress and strain induced by earthquake for sluices. However, this method can not take into consideration the effect of uneven settlement of the ground on its upper structure. A more satisfactory method is used to study by a model that can represent both the dynamic properties of the ground and the upper structure. Some basic principles of this problem are discussed from an engineering viewpoint. A simulation analysis can be made on the preliminary design of a spillway and scouring sluice through three dimensional finite element model which has been constructed strictly according to the structural and geological condition.

关 键 词：土 结构 相互作用 地震响应分析 水闸 挡水闸 

分 类 号：TV312[水利工程—水工结构工程] TV66