Principles of Probabilistic Seismic Hazard Assessment (PSHA) and Site Effect Evaluation and Its Application for the Volcanic Environment in El Salvador

W. Salazar
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引用次数: 6

Abstract

This book chapter explains the fundamental concepts of the probabilistic seismic hazard and site effect evaluation. It is divided into four parts: firstly, the theoretical background of the probabilistic seismic hazard methods is explained to compute the earthquake loads used in structural analysis of buildings, namely, the rigid-zone method, the free-zone methods, and the characteristic models. We emphasize the physical meaning of the seis- mic coefficient prescribed in the seismic code regulations and its association with the return period of ground motion and spectral ordinates. The interconnection of the return period, the recurrence interval, and the lifetime concepts are explained to clarify miscon-ceptions among these terms in connection with the probability of exceedance of motion. Secondly, the seismic hazard methods are applied employing volcanic chain seismicity data, and preliminary seismic hazard maps for rock site are presented for flat topogra- phy conditions along El Salvador. Thirdly, the site effects in terms of the amplification of ground motion are studied using soil profiles characterized by the interbedding of lava flows and volcanic ashes. Finally, we present a summary that highlights the most important concepts explained in this book chapter.
萨尔瓦多火山环境概率地震危险性评价(PSHA)和场地效应评价原则及其应用
本章解释了概率地震灾害和场地效应评价的基本概念。全文共分为四个部分:首先,阐述了计算建筑物结构分析中地震荷载的概率地震危险性方法的理论背景,即刚性区法、自由区法和特征模型;我们强调了地震规范规定的地震系数的物理意义,以及它与地面运动和谱坐标的返回周期的关系。我们解释了回归期、复发间隔和寿命概念之间的相互联系,以澄清这些术语中与超越运动概率有关的误解。其次,利用火山链地震活动性资料,应用地震危险性方法,绘制了萨尔瓦多地区平坦地形条件下岩石场地的初步地震危险性图。再次,利用以熔岩流和火山灰互层为特征的土壤剖面,研究了地表运动放大的场地效应。最后,我们提出了一个总结,突出了本章中解释的最重要的概念。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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