摘要
运用MSC2007有限元软件对课题组已做的一片榫式复合节能砌块砌体抗震性能进行模拟分析,通过对有限元模型和试验得到的破坏形态、滞回曲线、骨架曲线进行比较,验证了所建模型及其参数设置的合理性和可靠性。为榫式复合节能砌块墙体抗震性能的研究提供一种可靠的分析方法和手段。
The MSC2007 finite element software was used to simulate and analyze the seismic performance of energy-saving wall with tenon style masonry.The rationality and reliability of the finite element model and its parameters are verified by the comparison of the failure modes,hysteresis curves and skeleton curves obtained by the finite element model and tests,which offers an analysis method and tool to study the seismic performance of energy-saving wall with tenon style masonry.
作者
冯建新
刘锡军
Feng Jianxin;Liu Xijun
出处
《重庆建筑》
2019年第10期54-56,共3页
Chongqing Architecture
基金
湖南省教育厅科学研究项目“榫式复合节能砌块墙体抗震性能试验研究”（16C0418）
关键词
节能墙体
抗震性能
滞回曲线
骨架曲线
有限元分析
energy-saving wall
seismic performance
hysteretic curve
skeleton curve
finite element analysis
