摘要
以转运清洗间钢板混凝土弧墙为研究对象,采用单向循环轴压加载试验的方式,对曲率超限墙体钢板、栓钉、混凝土的协同工作性能进行验证。通过对试件破坏现象、荷载-位移曲线、应变等试验数值的分析,验证了转运清洗间曲率超限墙体设计的可靠性。
This paper takes the steel plate concrete arc wall of the transfer and cleaning room as the research object,by means of uniaxial cyclic axial compression test,the cooperative working performance of steel plate,stud and concrete in wall with out of limit curvature is verified.Through the analysis of the failure phenomenon of the specimen,the load displacement curve,strain and other test values,the reliability of the design of the curvature overrun wall in the transfer cleaning room is verified.
作者
于跃
沈亮
高爱平
张有佳
YU Yue;SHEN Liang;GAO Aiping;ZHANG Youjia(China Nuclear Power Engineering Co.,Ltd.,Beijing 100840,China;Northeast Dianli University,Jilin 132012,China)
出处
《建筑结构》
CSCD
北大核心
2022年第S01期1313-1317,共5页
Building Structure
关键词
转运清洗间
钢板混凝土弧墙
单向轴压加载试验
协同工作性能
transfer cleaning room
steel plate composite arc wall
axial compression test
cooperative work performance
作者简介
第一作者:于跃,学士,高级工程师,一级建造师,主要从事结构设计工作,Email:gegewood1231@sina.com。
