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塑性铰区设缝的短肢剪力墙刚度和侧移分析
Analysis of stiffness and lateral displacement of the plastic hinge joints of short-pier shear wall
【摘要】 为提高短肢剪力墙的抗震性能,在短肢剪力墙沿塑性铰区设置竖缝,通过研究T形和L形局部设缝后对短肢剪力墙的截面等效刚度和侧移影响,结果表明:与未设缝短肢剪力墙进行对比,短肢剪力墙局部设缝后,截面等效刚度降低不会影响使用要求.
【Abstract】 In order to improve the quake-proof performance of short-pier shear wall,vertical joints in short-pier shear wall is set along the plastic hinge zone.This paper studies the effect of T-shaped and L-shaped local slotting on the section equivalent stiffness and lateral displacement of the short-pier shear wall.And it shows that after local slotting f the short-pier shear wall,the section equivalent stiffness reduction will not affect the use requirements.
【关键词】 短肢剪力墙;
截面等效刚度;
侧移;
【Key words】 short-pier shear wall; section equivalent stiffness; lateral displacement;
【Key words】 short-pier shear wall; section equivalent stiffness; lateral displacement;
【基金】 广西自然科学基金项目(2011GXNSFA018024)资助
- 【文献出处】 广西工学院学报 ,Journal of Guangxi University of Technology , 编辑部邮箱 ,2013年01期
- 【分类号】TU398.2
- 【被引频次】3
- 【下载频次】41