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The modified and extended upper-bound (UB) pushover method for the multi-mode pushover analysis of unsymmetric-plan tall buildings

机译:改进和扩展的上限(UB)推覆方法,用于非对称平面高层建筑的多模式推覆分析

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摘要

Upper-bound (UB) pushover analysis method, which was proposed to consider the effect of higher modes for two-dimensional (2D) tall building frames, underestimates the seismic demands at the lower storeys. In this study, the limitation of the method is resolved by combining the seismic demands resulting from the upper-bound pushover method and a conventional pushover analysis that the latter controls the seismic demands at the lower storeys. Furthermore, the main aim of this study is the extension of the upper-bound pushover analysis method to unsymmetric-plan tall buildings to take torsional effects into account. The extension is carried out based on the use of upper-bound lateral forces with different patterns for various unsymmetric-plan tall buildings. The upper-bound of the contribution ratio of higher modes is considered in computing the upper-bound lateral forces. The results elucidate that the extended method can predict to a reasonable accuracy the inelastic seismic demands of unsymmetic-plan tall buildings. (C) 2015 Elsevier Ltd. All rights reserved.
机译:提出了上限(UB)推覆分析方法,该方法考虑了较高模式对二维(2D)高层建筑框架的影响,但低估了较低层的地震需求。在这项研究中,该方法的局限性是通过将上限推覆方法产生的地震需求与常规推覆分析相结合来解决的,后者可控制较低层的地震需求。此外,这项研究的主要目的是将上限推覆分析方法扩展到不对称计划的高层建筑,以考虑扭转效应。扩展是基于对各种不对称平面高层建筑使用具有不同模式的上限横向力来进行的。在计算上限横向力时,应考虑较高模式的贡献率的上限。结果表明,扩展方法可以合理预测非对称计划高层建筑的非弹性地震需求。 (C)2015 Elsevier Ltd.保留所有权利。

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