IM-based seismic reliability assessment of the pre-code masonry building stock in metropolitan area of Lisbon

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL Structural Safety Pub Date : 2024-07-14 DOI:10.1016/j.strusafe.2024.102514
Vasco Bernardo , Alfredo Campos Costa , Paulo B. Lourenço
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Abstract

Earthquakes have a long history of causing catastrophic damage to communities, resulting in structural collapses, loss of life, and economic turmoil. To enable informed decision-making and reduce the impact of these events in earthquake-prone regions, seismic risk studies provide relevant information to support stakeholders in the implementation of effective risk-based policies. The present work addresses the seismic reliability of the pre-code masonry building stock in the Metropolitan Area of Lisbon, which is the region of Portugal that faces the highest seismic risk due to the coexistence of moderate to high seismic hazard and highest demographic-economic exposure. The adopted general framework combines several hazard studies developed for the region under investigation and a synthetic database of masonry buildings representative of the pre-code building stock in Lisbon. Through analytical–numerical probabilistic approaches, new second-order hazard solutions with structural dependency are derived for the mean annual frequency of limit-state exceedance, which can be integrated into national application documents for Eurocode 8. In light of these results, the reliability assessment of the building stock is conducted in several Local Administrative Units by means of an improved SAC/FEMA formulation. The study represents the first comprehensive investigation of its kind in this region, providing essential information to define appropriate target safety level for code calibration and support future risk studies.

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基于 IM 的里斯本大都会区规范前砌体建筑群抗震可靠性评估
地震对社区造成灾难性破坏的历史由来已久,导致结构坍塌、生命损失和经济动荡。为了在地震多发地区做出明智的决策并减少这些事件的影响,地震风险研究提供了相关信息,以支持利益相关者实施有效的基于风险的政策。里斯本大都会区是葡萄牙地震风险最高的地区,由于同时存在中度至高度地震危险和最高人口经济风险,该地区的预制砌体建筑的抗震可靠性受到了影响。所采用的总体框架结合了针对所调查地区开展的几项灾害研究,以及代表里斯本前规范建筑群的砌体建筑合成数据库。通过分析-数值概率方法,得出了具有结构依赖性的新的二阶危险解决方案,可用于极限状态超标的年平均频率,并可将其纳入欧洲规范 8 的国家应用文件中。根据这些结果,通过改进的 SAC/FEMA 公式,对几个地方行政单位的建筑存量进行了可靠性评估。该研究是该地区同类研究中的首次全面调查,为确定规范校准的适当目标安全等级提供了重要信息,并为未来的风险研究提供了支持。
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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