Empirical Fragility Curves for RC Residential Buildings after 2023 Kahramanmaraş, Türkiye Earthquakes

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Ahmet Can Altunışık, Rafet Sisman, Murat Günaydin, Fatih Yesevi Okur, Zafer Yilmaz, Fezayil Sunca, Patrick Hadinata, Banu Aslan, Tugrul Sezdirmez, Ertugrul Taciroglu
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Abstract

A series of seismic events impacted southern Türkiye on February 6, 2023, causing substantial damage on building stock and infrastructure. The sequence comprised three distinct earthquakes with moment magnitudes (Mw) of 7.7, 6.6, and 7.6, occurring chronologically. Eleven cities endured a direct impact, resulting in the collapse or severe damage of thousands of buildings. Promptly following the events, government authorities initiated post-earthquake site inspections, with a substantial number of engineers contributing voluntarily to the reconnaissance effort. This collaborative effort yielded a valuable dataset encompassing various structural features and corresponding damage levels for each evaluated building. The current study aims to leverage this data to establish empirical fragility curves for reinforced concrete residential buildings in Türkiye. Buildings are classified into six construction year categories and three height classes (low-, mid-, and high-rise) formed based on regulatory transitions and observed similarities in construction characteristics. Fragility curves for eighteen building categories are derived using the Maximum Likelihood Estimation (MLE) technique. The results clearly indicate that newer buildings exhibit reduced seismic vulnerability, while mid- and high-rise buildings consistently demonstrate higher fragility across all construction periods. The developed fragility curves hold significant utility for risk assessment studies and rapid post-earthquake damage evaluations.
2023年地震后RC住宅建筑的经验易损性曲线
2023年2月6日,一系列地震事件影响了基耶岛南部,对建筑库存和基础设施造成了重大破坏。该序列包括三个不同的地震,矩震级(Mw)分别为7.7、6.6和7.6,按时间顺序发生。11个城市受到直接影响,导致数千座建筑物倒塌或严重受损。事件发生后,政府当局立即启动了震后现场检查,大量工程师自愿参与了勘察工作。这种协作产生了一个有价值的数据集,其中包含了每个评估建筑的各种结构特征和相应的损坏水平。本研究旨在利用这些数据建立 rkiye钢筋混凝土住宅建筑的经验脆弱性曲线。建筑分为6个建筑年度类别和3个高度类别(低层、中层和高层),这些高度类别是根据监管转变和观察到的建筑特征的相似性而形成的。利用最大似然估计(MLE)技术导出了18类建筑的易损性曲线。结果清楚地表明,较新的建筑表现出较低的地震易损性,而中高层建筑在所有施工期间始终表现出较高的易损性。所建立的易损性曲线对风险评估研究和快速地震害评估具有重要的实用价值。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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