新型方钢管混凝土梁柱节点抗震性能研究
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TU386

基金项目:


Experimental Study on Seismic Behavior of Penetrated Interior Diaphragm on One Side Beam-to-Column Connection for Concrete-Filled Square Steel Tube
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    通过低周反复加载试验对3个内隔板一面贯通式节点进行了试验研究,研究了不同轴压比情况下节点的滞回性能、强度及刚度退化、延性、耗能性能及破坏特征。试验结果表明,试件的层间位移延性系数为2.11~2.32,峰值荷载时的能量耗散系数为1.141~1.502。提出了抗震设计、研究建议。

    Abstract:

    A total of three experimental specimens of penetrated interior diaphragm on one side had been tested under low-cyclic reversed loading to study the hysteric behavior,strength and stiffness degradation,ductility,energy dissipation capacity and the failure modes.The only difference of all specimens was the axial compression ratio.Experimental results show that the story drift ductility ratios are 2.11~2.32,and the energy dissipation ratios are 1.141~1.502 at the peak load.Additional anti-seismic design and research recommendations are presented.

    参考文献
    相似文献
    引证文献
引用本文

王先铁 郝际平 孙彤 潘阳 任青青 马山积 李娜.新型方钢管混凝土梁柱节点抗震性能研究[J].土木与环境工程学报(中英文),2007,29(2):73-77. WANG Xian-tie, HAO Ji-ping, SUN Tong, PAN Yang, REN Qing-qing, MA Shan-ji, LI Na. Experimental Study on Seismic Behavior of Penetrated Interior Diaphragm on One Side Beam-to-Column Connection for Concrete-Filled Square Steel Tube[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2007,29(2):73-77.10.11835/j. issn.1674-4764.2007.02.018

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:2006-12-27
  • 录用日期:
  • 在线发布日期:
  • 出版日期:
文章二维码