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Damage-based seismic planar pounding analysis of adjacent symmetric buildings considering inelastic structure-soil-structure interaction

机译:考虑非弹性结构-土-结构相互作用的相邻对称建筑物基于损伤的地震平面碰撞分析

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摘要

In cities and urban areas, building structures located at close proximities inevitably interact under dynamic loading by direct pounding and indirectly through the underlying soil. Majority of the previous adjacent buildings pounding studies that have taken the Structure-Soil-Structure Interaction (SSSI) problem into account have used simple lumped mass-spring-dashpot models under plane-strain conditions. In this research, the problem of SSSI-included pounding problem of two adjacent symmetric in plan buildings resting on a soft soil profile excited by uniaxial earthquake loadings is investigated. To this end, a series of SSSI models considering one-directional nonlinear impact elements between adjacent co-planar stories and using a method for direct FE modeling of 3D inelastic underlying soil volume have been developed to accurately study the problem. An advanced inelastic structural behavior parameter, the seismic damage index, has been considered in this study as the key nonlinear structural response of adjacent buildings. Based on the results of SSSI and fixed-base cases analyses presented herein, two main problems are investigated, namely, the minimum building separation distance for pounding prevention and seismic pounding effects on structural damage in adjacent buildings. The final results show that at least three times the IBC 2009 minimum distance for building separation recommended value is required as a clear distance for adjacent symmetric buildings to prevent the occurrence of seismic pounding. At the IBC recommended distance, adjacent buildings experienced severe seismic pounding and therefore significant variations in storey shear forces and damage indices.
机译:在城市和市区中,紧邻的建筑结构在动态荷载作用下不可避免地通过直接撞击和间接通过下面的土壤相互作用。考虑到结构-土壤-结构-相互作用(SSSI)问题的大多数先前相邻建筑物的冲击研究都使用了平面应变条件下的简单集总质量-弹簧-阻尼模型。在这项研究中,研究了基于单轴地震荷载激发的软土剖面上的平面建筑中相邻两个对称的SSSI冲击问题。为此,已经开发了一系列考虑相邻共面层之间的单向非线性影响元素并使用直接3D非弹性底层土壤体积有限元建模方法的SSSI模型,以准确地研究该问题。在这项研究中,已将先进的非弹性结构行为参数(地震破坏指数)视为相邻建筑物的关键非线性结构响应。根据本文介绍的SSSI结果和固定基准案例分析,研究了两个主要问题,即用于防撞的最小建筑物间隔距离和地震冲击对相邻建筑物的结构破坏的影响。最终结果表明,至少需要IBC 2009最小建筑物间隔距离推荐值的三倍,以作为相邻对称建筑物的净距离,以防止发生地震撞击。在IBC建议的距离下,相邻建筑物遭受了强烈的地震冲击,因此楼层剪切力和破坏指数发生了很大变化。

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  • 作者

    Aldaikh H.; Ghandil M.;

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  • 年度 2017
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  • 原文格式 PDF
  • 正文语种 eng
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