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钢管混凝土柱基底隔震系统拟静力试验研究

Pseudo-static experimental study on concrete filled steel tubular column base-isolation system

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【作者】 熊立红陈军法王涛杨光

【Author】 Xiong Lihong;Chen Junfa;Wang Tao;Yang Guang;Institute of Engineering Mechanics,China Earthquake Administration;

【机构】 中国地震局工程力学研究所

【摘要】 隔震技术作为提高建筑物抗震能力的一种途径,已经得到工程界的普遍认可。钢管混凝土柱基底隔震系统具有取材方便、制作简单、造价低廉等特点。通过对4组钢管混凝土柱隔震系统进行拟静力试验,研究隔震系统在不同竖向压力作用下的恢复力特性,结果表明,钢管混凝土柱基底隔震系统抗震剪切承载力主要与钢管混凝土柱的直径和竖向荷载相关。提出钢管混凝土柱隔震系统抗震剪切承载力的计算公式,可为钢管混凝土柱隔震系统的抗震分析提供依据。

【Abstract】 Base-Isolation as an effective way to improve the seismic resistance of buildings, bas been widely used in the engineering practice. This paper describes a steel concrete column base-isolation system, it has the advantage of simple construction, low cost and easy to be implemented. Through pseudo-static test on four sets of steel concrete column isolation system, the seismic isolation system restoring force characteristics under different vertical load was tested. The results show that the relationship between the bearing capacity and displacement of the concrete column isolation system and its shear resistance depend on the diameter of concrete column of the isolation system and the vertical load sustained. Correspondingly, formulas for calculating seismic shear force resistance are represented, which may provide the basis for the seismic analysis for concrete filled steel tubular column base-isolation systems.

【基金】 中国地震局工程力学研究所基本科研业务专项(2013A01);地震行业科研专项经费(201308018)
  • 【文献出处】 土木工程学报 ,China Civil Engineering Journal , 编辑部邮箱 ,2014年S1期
  • 【分类号】TU352.12;TU398.9
  • 【被引频次】1
  • 【下载频次】128
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