摘要
本文结合国内外四项大型水电站工程,对河床式水电站厂房坝段,按平面及空间问题,系统研究了各个局部结构(档水胸墙、蜗壳、尾水管、下游挡水墙、闸墩等)和整体结构在各种荷载作用下的应力、变形分布规律及结构基本特性,为合理选择结构形式及配筋设计提供了依据。
The basic structural and the distribution regularities of stress and deformation of thedarn section of riverbed -hydropower station are comprehensively studied both for whole structure anddetailed components,such as retaining parapet,worm shell,tall water pipe, lower reached retainingwall and. sate mound under variety loading conditions in plain and space problem,which based on fourpractical large hydro-power stations at home and abroad.It provides the main information for engineersto choose the reasonable structUral shape and reinforcement design .
出处
《西安理工大学学报》
CAS
1994年第4期284-289,共6页
Journal of Xi'an University of Technology
关键词
河床式
水电站
有限元法
力学模型
结构分析
riverbed-hydsopower station
finite clement element method
mechanics model