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Conditioning criteria based on multiple intensity measures for selecting hazard-consistent aftershock ground motion records

机译:基于多强度措施选择危险 - 一致的余震地面运动记录的调节标准

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摘要

A mainshock earthquake is typically followed by a sequence of aftershocks, normally with a higher probability of occurrence within the first few days after the mainshock event. Quantifying the subsequent damage due to an aftershock event for a given structure that is already at some state of damage due to the mainshock event is an important task in seismic hazard and loss assessment. This task requires a framework to quantify the aftershock hazard in addition to the mainshock hazard that is already well defined. The present study aims to develop such a framework that facilitates the quantification of aftershock hazard given two sequential fault rupture scenarios-an approach that ultimately serves the basis for a hazard-consistent aftershock ground motion selection. To this end, conditioning criteria based on a single, two, and average-of-multiple intensity measures are utilized in order to select hazard-consistent aftershock records from databases comprising both mainshock and aftershock events. The primary outcome of this study is, thus, a stochastic framework that defines the aftershock seismicity of a given site and enables the aftershock ground motion selection for performance-based seismic assessment and design of structures.
机译:主轴地震通常后面是一系列余震,通常在主轴事件后的前几天内发生更高的发生概率。由于主屏蔽事件由于主屏蔽事件已经存在一些损坏状态的给定结构而导致的后续损坏是地震危害和损失评估中的一个重要任务。此任务需要框架,除了已经明确定义的主屏蔽危险之外,还需要框架来量化余震危险。本研究旨在开发这样一个框架,该框架有助于定量余震危险,给定两个顺序故障破裂方案 - 一种最终为危险 - 一致的余震选择的基础提供基础的方法。为此,利用了基于单个,两个和平均强度测量的调节标准,以便从包括MainShock和余震事件的数据库中选择危险 - 一致的余震记录。因此,本研究的主要结果是一种随机框架,其定义了给定场地的余震地震性,并使余震接地运动选择用于基于性能的地震评估和结构设计。

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