摘要
本文分别研究了浅槽钢衬压力管道位于刚性和弹性基础上的动力响应规律，给出了重力坝和下游面浅槽压力管道各典型部位在地震荷载作用下的动位移及动应力，为该类型大坝设计提供了参考依据．
In this paper, the laws of dynamic response of a groove type penstock with steel liner built on rigid elastic foundation are studied respectively. The dynamic displacements and stresses under seismic loading are also derived for each typical part of gravity dam and groove type penstock on downstream side surface.
出处
《水利学报》
EI
CSCD
北大核心
1997年第1期44-50,共7页
Journal of Hydraulic Engineering
基金
三峡工程重点科研基金
