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
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
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。
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.
引文
[1]张敏.局部设缝T形与L形截面短肢剪力墙抗震性能试验研究[J].世界地震工程,2014,30(3):27-38
    [2]李青宁,李晓蕾,闫艳伟,等.钢筋混凝土短肢剪力墙抗震性能试验研究[J].建筑结构学报,2011,32(4):53-62
    [3]张品乐,李青宁.短肢剪力墙抗震性能试验[J].建筑结构,2010,40(12):98-100
    [4]张品乐,李古宁,李晓蕾.L形截面短肢剪力墙抗震性能的模型试验研究[J].地震工程与工程振动,2010,30(4):51-56
    [5]李青宁,李晓蕾,雷伟宁.T形截面短肢剪力墙刚度及延性研究[J].地震工程与工程振动,2010,30(2):104-111
    [6]黄东生,程文壤.短肢剪力墙弹塑性性能研究[J].东南大学学报,2003,33(2):164-167
    [7]刘继明.钢筋混凝土复合受力构件受扭行为和设计方法的研究[D].西安:西安建筑科技大学,2004.3

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心