五强溪船闸一闸室混凝土结构配筋计算  

Study of Reinforcement Calculation for Concrete Structures of One Chamber of WuQiangxi Ship Lock

作　　者：张玉平 

机构地区：[1]湖南五凌电力有限公司大坝监测中心,长沙410004

出　　处：《水科学与工程技术》2014年第1期20-22,共3页Water Sciences and Engineering Technology

摘　　要：五强溪一闸室混凝土结构根据材料力学和有限元法两种方法进行配筋计算。由材料力学法对两侧墙进行计算,结果说明闸墙底部的配筋略有不足;其他部位需用有限单元法计算,计算结果说明所选截面中某些断面配筋不足。There are two reinforcement design methods for concrete structures of one chamber of WuQiangxi, which are material mechanics method and finite element method. One chamber side walls were calculated by the method of mechanics of materials and the result shows the quantity reinforcement at the bottom of the side walls is slightly insufficient. The quantity of reinforcement of some chosen sections obtained by finite element method is not enough.

关 键 词：材料力学法 有限元法 配筋 

分 类 号：TV431[水利工程—水工结构工程]