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Structural straightening with tension braces using aftershocks - Shaking table study

机译:使用余震的张力支撑结构矫直 - 摇架研究

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Straightening of a two story low damage half scale steel structure with residual drift is investigated by shake table testing. A straight structure was initially subjected to a strong shake, so that it had residual displacements after the shaking stopped. Then, several methods were applied to the structure to evaluate their effectiveness in straightening the structure naturally using aftershocks. It was found that when the frame with no brace (NB) was subjected to additional shaking with the same record, residual displacements decreased by -15% on average. Use of a buckling brace (BB) decreased the residual drift by -65% on average and it did not push the frame in the opposite direction. While application of a ratcheting brace (RB) or a gapping brace (GB) led to an average increase of residual displacements by 160% and 50% in the opposite direction respectively. A numerical model developed captured the responses well.
机译:通过摇动台测试研究了两个故事的低损伤半尺度钢结构,摇动台测试研究了残留漂移。直线结构最初受到强烈的摇动,使其在摇动停止后具有残余位移。然后,将几种方法应用于结构,以评估它们在使用余震自然矫制结构的有效性。发现,当没有支撑括号(NB)的框架进行额外的摇动时,剩余位移平均降低-15%。使用屈曲支架(BB)平均下降-65%的残余漂移,并且它没有在相反方向上推动框架。虽然涂抹棘轮支架(Rb)或间隙支撑(GB),但分别在相反方向上平均增加了160%和50%的残余位移。一个数值模型很好地开发了响应。

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