摘要
探讨了有限元法对溢洪道闸室底板及翼墙进行配筋的方法。结合工程实际,以猴子岩水电站溢洪道闸室为例,根据溢洪道闸室在不同工况作用下的有限元应力计算成果,进行应力提取和应力积分,作为依据进行配筋,对进水口闸室的设计具有重要的参考价值。
Discussed the finite element method in calculating reinforcement of spillway chamber floor and wing wall. Based on engineering practice,take the spillway chamber of Houziyan hydropower station for example,calculated reinforcement according to the calculation results using finite element method in different conditions and integral of the stress. The analysis result has important reference value in designing of sluice chamber.
出处
《山西建筑》
2018年第11期224-225,共2页
Shanxi Architecture
基金
国家重点基础研究发展计划(2013CB036400)
中国电建集团成都院青年基金(2015-309)
关键词
闸室底板
配筋方法
有限元
猴子岩水电站
chamber floor, reinforcement method, finite element method, Houziyan hydropower station