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首页> 外文期刊>Earthquake Engineering & Structural Dynamics >Seismic behavior of steel buildings with out-of-plumb
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Seismic behavior of steel buildings with out-of-plumb

机译:铅垂外的钢结构房屋的抗震性能

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A structure that has a permanent offset from a true vertical line is commonly referred to as being out-of-plumb'. Out-of-plumb may result from construction tolerances or post-earthquake permanent deformations in steel buildings. This paper quantifies the displacements of buildings with out-of-plumb in subsequent seismic events by means of inelastic dynamic time history analysis. Structures considered have different structural heights, force design reduction factors (R), and target inter-story drifts. It is shown that buildings with greater out of plumb and force design reduction factor have larger normalized peak inter-story drift ratio and ratio of residual-to-peak drift. Also, the ratio of residual-to-peak drift was not strongly dependent on structural height or design drift. A design procedure and example provided, based on the results obtained, show how peak and residual inter-story drift ratio can be estimated. Copyright (c) 2015 John Wiley & Sons, Ltd.
机译:具有相对于真实垂直线的永久偏移的结构通常称为“铅垂外”。铅垂不足可能是由于钢结构建筑中的建筑公差或地震后的永久变形所致。本文通过非弹性动力时程分析,定量分析了在随后的地震事件中铅垂建筑物的位移。所考虑的结构具有不同的结构高度,力设计减小因子(R)和目标层间位移。结果表明,垂直度和力设计减小因子更大的建筑物具有更大的归一化峰间层间漂移率和残峰间漂移率。同样,残峰漂移的比率也不强烈依赖于结构高度或设计漂移。根据获得的结果,提供了一个设计程序和示例,说明了如何估计峰值和残留的层间漂移率。版权所有(c)2015 John Wiley&Sons,Ltd.

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