摘要
本文采用8-21节点块体单元离散了小浪底3号孔板洞进水塔,在PC/AT微型计算机上,进行了不同水位和不同边界条件作用下的静动力分析,校核了地基极限承载力和塔体沿底板与地基接触面上的抗滑稳定安全性,得出了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 Xiao Lang Di No. 3 Intake Tower. In consideration of different water levels and boundary conditions, the static and dynamic analysis is presented. The limit bearing capacity of the tower foundation and the safety of the tower stability against. sliding are evaluated. Some useful conclusions are given, which might be used as the basis of designing.
出处
《土木工程学报》
EI
CSCD
北大核心
1993年第1期47-52,共6页
China Civil Engineering Journal
