摘要
简要介绍了板柱结构顶板受力原理和研究现状,结合某大型人防工程实例,建立了MIDAS GEN有限元分析模式,分析了其平时和战时的内力与变形特征,结果表明,板柱结构能够满足人防工程力学要求,且有效节约使用空间。
The paper introduces the stressed principle and research status of the top plate of the plate-column structure,establishes the MIADS GEN finite element analysis model by combining with some large-scale civil defense engineering cases,analyzes the internal stress and deformation features during the normal and wartime periods,and proves the plate-column structure can meet the demands of the civil defense engineering and save the utility space.
出处
《山西建筑》
2017年第3期33-34,共2页
Shanxi Architecture
关键词
人防工程
板柱结构
受力分析
有限元
civil defense project
plate-column structure
stress analysis
finite element
