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作者:

Yan, W.-M. (Yan, W.-M..) (学者:闫维明) | Lu, Y.-Q. (Lu, Y.-Q..) | Peng, L.-Y. (Peng, L.-Y..) (学者:彭凌云)

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摘要:

The seismic responses of two adjacent buildings linked by high efficient damper for multi - structure system (HEDMS) are investigated in this paper based on the shaking table tests. Experimental observations and analytical results confirmed that the HEDMS could effectively reduce the seismic responses of both sub - structures. And the investigation pointed out some problems on which emphases should be placed when the HEDMS are designed.

关键词:

Adjacent buildings; Seismic response; Shaking table test; Triangular plate damper

作者机构:

  • [ 1 ] [Yan, W.-M.]College of Architecture/Civil Eng., Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Lu, Y.-Q.]College of Architecture/Civil Eng., Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Peng, L.-Y.]College of Architecture/Civil Eng., Beijing University of Technology, Beijing 100022, China

通讯作者信息:

  • 闫维明

    [Yan, W.-M.]College of Architecture/Civil Eng., Beijing University of Technology, Beijing 100022, China

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来源 :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

年份: 2003

期: 3

卷: 23

页码: 160-169

被引次数:

WoS核心集被引频次: 0

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