摘要
利用８～２１结点块体单元离散了３号进水塔，对５种工况进行了静动力分析，通过了１１个断面的内力值和闸室侧墙的应力状态计算，得出一些可作为设计依据的有益结论。
In this paper,8～21 node solid elements are used to divide the Xiaolangdi No. 3 intake tower ,in consideration of 5 different schemes,the static and dynamic analysis is presented.The interforces of 11 sections and the stress state of the sluice chamber side wall are calculated.Some useful conclusions are given,which may be used as the basis of designing.
出处
《郑州工业大学学报》
1998年第4期13-17,共5页
Journal of Zhengzhou University of Technology
