Selecting hazard-consistent ground motions for seismic risk analysis: an equivalent earthquake-based methodology

IF 4.1 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Bo Li
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Abstract

Seismic risk analysis is crucial for assessing and mitigating the impacts of earthquakes on infrastructure. A fundamental component of this analysis involves the selection of hazard-consistent ground motions that exhibit good consistency with seismic hazard curves over various periods and encompass a wide range of hazard levels. Traditional methods for selecting such hazard-consistent ground motions often have limitations, typically maintaining consistency at only a limited number of periods and using discrete intensity levels, potentially leading to inaccurate risk assessments. This study proposes an innovative methodology that overcomes these limitations by employing equivalent earthquakes, which are derived from specialized seismic hazard disaggregation techniques. Unlike traditional methods that focus on a target response spectrum corresponding to a specified hazard level, this new method utilizes seismic hazard curves at multiple periods as the primary targets. The ground motions selected using this method cover a wide range of seismic hazard levels, with particular emphasis on higher hazard levels associated with rare events. Numerical examples in the study demonstrate that ground motions selected by the proposed method maintain robust consistency with the site-specific seismic hazard curves over various periods. Importantly, the proposed method is independent of the fundamental periods of specific structures, allowing for its application in accurate seismic risk analyses for various buildings at the same site. This comprehensive methodology is expected to enhance the field of seismic risk analysis by improving the accuracy and applicability of hazard-consistent ground motion selection. However, it is important to note that the proposed method is designed for risk-based applications, where a larger number of ground motions are selected. One limitation of the method is that it may not be as practical for intensity-based assessments.

为地震风险分析选择危险一致的地面运动:一种等效的基于地震的方法
地震风险分析对于评估和减轻地震对基础设施的影响至关重要。这种分析的一个基本组成部分包括选择与不同时期的地震危险曲线表现出良好一致性的危险一致的地面运动,并涵盖广泛的危险级别。选择这种危险一致的地面运动的传统方法通常有局限性,通常只在有限的时间内保持一致性,并且使用离散的强度水平,可能导致不准确的风险评估。本研究提出了一种创新的方法,通过采用来自专门地震灾害分解技术的等效地震来克服这些限制。与传统方法关注与特定危险等级相对应的目标反应谱不同,该方法利用多时期的地震危险曲线作为主要目标。使用这种方法选择的地面运动涵盖了广泛的地震危险级别,特别强调与罕见事件相关的较高危险级别。数值算例表明,该方法所选取的地震动在不同时期与特定场地的地震危险性曲线具有较强的一致性。重要的是,所提出的方法与特定结构的基本周期无关,允许其应用于同一地点各种建筑物的精确地震风险分析。这种综合方法有望通过提高危险一致性地震动选择的准确性和适用性来加强地震风险分析领域。然而,值得注意的是,所提出的方法是为基于风险的应用而设计的,其中选择了大量的地面运动。该方法的一个局限性是,对于基于强度的评估,它可能不那么实用。
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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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