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首页> 外文期刊>Earthquake Engineering & Structural Dynamics >Discussion on 'relaxation method for pounding action between adjacent buildings at expansion joint' by H. Takabatake, M. Yasui, Y. Nakagawa and A. Kishida
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Discussion on 'relaxation method for pounding action between adjacent buildings at expansion joint' by H. Takabatake, M. Yasui, Y. Nakagawa and A. Kishida

机译:H. Takabatake,M。Yasui,Y。Nakagawa和A. Kishida讨论了“在伸缩缝处相邻建筑物之间敲打作用的松弛方法”

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摘要

The paper under discussion presents a detailed study on the reduction of pounding force on buildings due to expansion joints being filled with rubber. From shake table experiments and numerical simulations, the authors of the paper concluded that the rubber can reduce the maximum pounding force and hence the pounding damage to buildings. However, the writers of this short communication observed some significant issues in the experimental results as well as the numerical simulations. These observations are presented and raise questions about the validity of the results and the subsequent conclusions.
机译:讨论中的文件详细介绍了由于伸缩缝中填充橡胶而导致建筑物受到的冲击力降低的问题。通过振动台实验和数值模拟,本文的作者得出结论,橡胶可以降低最大冲击力,从而降低对建筑物的冲击破坏。但是,这段简短的交流的作者在实验结果以及数值模拟中发现了一些重大问题。这些观察结果被提出,并且对结果的有效性和后续结论提出了疑问。

著录项

  • 来源
    《Earthquake Engineering & Structural Dynamics》 |2015年第1期|159-162|共4页
  • 作者单位

    Department of Civil and Environmental Engineering, the University of Auckland, Auckland Mail Centre, Private Bag 92019, Auckland 1142, New Zealand;

    Department of Civil and Environmental Engineering, the University of Auckland, Auckland Mail Centre, Private Bag 92019, Auckland 1142, New Zealand;

    Department of Civil and Environmental Engineering, the University of Auckland, Auckland Mail Centre, Private Bag 92019, Auckland 1142, New Zealand;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    building pounding; pounding force; rubber absorber;

    机译:建筑物撞击冲击力橡胶减震器;

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