Shaking Table Test On Seismic Response OfReduced-scale Models Of Multi-story BuildingsAllowed To Uplift
Shaking Table Test On Seismic Response OfReduced-scale Models Of Multi-story BuildingsAllowed To Uplift
复制标题
多层建筑缩比模型地震响应振动台试验
DOI：
10.2495/eres070171
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发表时间：
2007
期刊：
影响因子：
--
通讯作者：
M. Midorikawa
中科院分区：
文献类型：
--
作者：
T. Ishihara;T. Azuhata;Kazuya Noguchi;K. Morita;M. Midorikawa
伴随着隆起运动的摇摆振动效应可以减少建筑物的地震破坏。允许上浮的结构系统可以被认为是利用自重势能的最简单的“自中心”系统之一。为了研究扬压力对建筑物地震反应的影响，我们进行了多层缩尺试件的参数振动台试验。文中对试验结果进行了报道和讨论。
The effects of rocking vibration accompanied by uplift motion may reduce seismic damage to buildings. Structural systems that are allowed to uplift can be recognized as one of the simplest “self-centring” systems utilizing potential energy of self-weight. To investigate the effect of uplift motion on seismic responses of buildings experimentally, we conducted parametric shaking table tests using reduced-scale specimens with multi-stories. In this paper, the results of the tests are reported and discussed.
影响因子：
4.5
作者：
M. Midorikawa;T. Azuhata;T. Ishihara;A. Wada
通讯作者：
M. Midorikawa;T. Azuhata;T. Ishihara;A. Wada