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T形与L形截面局部设缝短肢剪力墙扭转性能有限元分析
Finite Element Analysis of Torsional Behavior of Short Shear Walls of T-shaped and L-shaped Cross Section with Local Joint
【摘要】 针对T形与L形截面局部设缝短肢剪力墙抗扭性能,分别对墙体底部局部设缝2个T形截面以及2个L形截面短肢剪力墙试件进行扭转性能有限元分析,并与扭转加载试验进行对比,结果表明有限元分析结果与试验基本吻合。
【Abstract】 Torsional behavior research of short shear walls of T-shaped and L-shaped cross section with local joint is carried out. Based on short shear walls of 2 T-shaped and 2 L-shaped cross sections with local joint at the bottoms of the walls,the finite element analyses of the torsional property are conducted. The analyses are contrasted with the torsional load tests. The result indicates that the finite element analyses may be in basic accordance with the experiment.
【关键词】 短肢剪力墙;
扭转;
抗震;
有限元;
局部设缝;
【Key words】 short shear wall; torsion; earthquake-resistance; finite element; local joint;
【Key words】 short shear wall; torsion; earthquake-resistance; finite element; local joint;
【基金】 广西自然科学基金项目(2011GXNSFA018024)
- 【文献出处】 建筑科学 ,Building Science , 编辑部邮箱 ,2015年05期
- 【分类号】TU973.31
- 【下载频次】67