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Site-specific response spectra for seismic motions in half-plane with shallow cavities

机译:浅腔半平面地震运动的现场特定响应谱

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In this paper deals with the evaluation of 2D site effects due to the presence of subterranean structures specifically underground cavities using time-domain BEM. The medium is assumed to have a linear elastic constitutive behavior subjected to vertically propagating incident SV waves. The first objective of this paper is to provide a comprehensive parametric study to assess the seismic amplification functions of the surface ground motion due to shallow subterranean cavity. The second objective is providing quantitative estimates of the seismic ground response spectra above the various types of the underground structures based on the real earthquakes using a simple approach. It is observed that the amplification of the ground surface underlain by a shallow cavity is increased in long periods. The variation of the response spectra versus the buried depth and different shapes of the cavity at the superficial points above a cavity are depicted in comparison to the EC8 spectra as the major results of this study. (C) 2015 Elsevier Ltd. All rights reserved.
机译:在本文中,使用时域边界元法对由于地下结构特别是地下空腔存在而引起的二维场地效应进行评估。假定该介质在垂直传播的入射SV波作用下具有线性弹性本构行为。本文的第一个目的是提供一个综合的参数研究,以评估地下浅腔引起的地表运动的地震放大函数。第二个目标是使用一种简单的方法,根据真实地震,提供各种地下结构上方的地震地面响应谱的定量估计。观察到,浅腔在地下的放大作用在长时期内增加。与本研究的主要结果相比,与EC8光谱相比,描绘了响应光谱相对于掩埋深度的变化以及在空腔上方表面处空腔的不同形状的变化。 (C)2015 Elsevier Ltd.保留所有权利。

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