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内藏钢板支撑剪力墙屈曲分析研究 被引量:2

Buckling analysis of shearwalls with steel support plate enclosed
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摘要 内藏钢板支撑剪力墙是一种良好的新型抗侧力构件,采用有限元软件SAP2000对其进行有限元分析,考虑外包混凝土、钢板宽厚比、节点约束条件等多种因素对构件性能的影响,得出关于内藏钢板支撑剪力墙的屈曲性能、刚度和工作稳定性等相关结论,为以后的设计提供指导。 内藏钢板支撑剪力墙是一种良好的新型抗侧力构件,采用有限元软件SAP2000对其进行有限元分析,考虑外包混凝土、钢板宽厚比、节点约束条件等多种因素对构件性能的影响,得出关于内藏钢板支撑剪力墙的屈曲性能、刚度和工作稳定性等相关结论,为以后的设计提供指导。
出处 《建筑结构》 CSCD 北大核心 2011年第S1期269-271,共3页 Building Structure
关键词 内藏钢板支撑剪力墙 有限元 屈曲分析 shearwalls with steel support plate enclosed finite element buckling analysis
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