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一种改进的拟粘滞摩擦阻尼器的试验研究与数值分析

TESTING AND NUMERICAL ANALYSIS OF AN IMPROVED PSEUDO-VISCOUS FRICTIONAL DAMPER

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【作者】 吴斌张纪刚欧进萍

【Author】 Wu Bin Zhang Jigang Ou Jinping (School of civil Engineering, Harbin Institute of Technology)

【机构】 哈尔滨工业大学土木工程学院哈尔滨工业大学土木工程学院

【摘要】 对一种改进的拟粘滞摩擦阻尼器进行了试验研究和数值分析。试验结果表明,与凸面拟粘滞摩擦阻尼器相比,改进的拟粘滞摩擦阻尼器的摩擦面由线接触改为面接触,疲劳性能显著改善,阻尼器的吨位也大大提高;与Pall型摩擦阻尼器相比,改进的拟粘滞摩擦阻尼器支撑内力明显降低,尤其是在大位移的情况下更为突出,这将有利于降低柱子的轴力,提高柱的延性。数值分析结果与试验结果吻合较好,说明基于几何非线性的数值分析方法是正确的。

【Abstract】 Behavior of an improved pseudo-viscous frictional damper (IPVFD) was studied by testing and numerical analysis. It is shown by testing results that (1) comparing with the previous version of the dampers, the fatigue behavior of IPVFDs was improved markedly and tonnage of IPVFDs was increased greatly in virtue of some amendment on structure; (2) The internal force for support of IPVFDs was remarkablely smaller than that of Pall-type frictional dampers, and it was more conspicuous especially for larger displacement, that is beneficial to reduce the axial pressure of columns thus to improve ductility of columns. Results of the numerical analysis and testing were matched well, that can indicate correctness of this numerical analysis based on geometry nonlinearity.

【基金】 国家自然科学基金(59908002);哈尔滨工业大学科学研究基金(HIT200080)
  • 【文献出处】 土木工程学报 ,China Civil Engineering Journal , 编辑部邮箱 ,2004年01期
  • 【分类号】TU352.1
  • 【被引频次】22
  • 【下载频次】469
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