摘要
利用 8～ 2 1节点块体单元离散了小浪底 3号进水塔 ,对 5种工况进行了静动力分析 ,通过对闸室侧墙的应力状态计算 ,得出了一些可作为设计依据的有益结论 .
node solid elements are used to divide the Xiaolangdi No.3 intake tower, and in consideration of 5 different schemes, the static and dynamic analysis is presented. The stress state of the sluice chamber side wall is calculated. Some useful conclusions are reached, which may be used as the basis of designing.
出处
《华北水利水电学院学报》
2002年第2期25-27,共3页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
闸室
侧墙
地震作用
进水塔
有限元
应力分析
earthquake act
intake tower
finite element method
stress analysis
