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带交叉钢筋L形截面短柱抗震性能试验研究

Experiment and analysis of seismic behavior of short L-shaped columns with crossed reinforcing bars

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【作者】 黄选明曹万林田宝发宋文勇张建伟

【Author】 HUANG Xuan-ming CAO Wan-lin ZHANG Jian-wei College of Civil and architecture Engng.,Beijing University of Technology,Beijing 100022,ChinaTIAN Bao-fa SONG Wen-yong Cangzhou Institution of Architectural Design Research,Cangzhou 061001,China

【机构】 北京工业大学建筑工程学院沧州市建筑设计研究院

【摘要】 提出了在 L 形截面短柱的腹板中设置交叉钢筋以提高 L 形短柱的抗震性能的设计方法。通过3根 L 形截面短柱抗震性能试验研究,分析比较了普通 L 形短柱、带暗柱 L 形短柱和带交叉钢筋 L 形短柱的承载力、弹塑性位移、刚度、延性、滞回特性、耗能能力等性能。试验表明加配交叉钢筋可明显提高 L 形短柱的抗震性能。

【Abstract】 New seismic design method of special shaped column with the setting crossed reinforcing bars is suggested in order to improve its seismic behavior.Based on the tests of seismic behavior of 3 L-shaped column specimens, the seismic behavior of the general L-shaped column,L-shaped column with concealed column and L-shaped col- umn with crossed reinforcing bars is compared.It is proved that the crossed reinforcing bars in the short L-shaped column is able to improve its seismic behavior in a great deal.

  • 【文献出处】 世界地震工程 ,World Earthquake Engineering , 编辑部邮箱 ,2003年04期
  • 【分类号】TU375.3;TU352.11
  • 【被引频次】15
  • 【下载频次】69
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