Probabilistic usability-based fragility curves for Italian reinforced concrete buildings using census and post-earthquake data

IF 4.2 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Maria Zucconi, Luigi Sorrentino, Marco Di Ludovico
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Abstract

This study develops empirical fragility functions for reinforced concrete (RC) residential buildings expressed in terms of post-earthquake usability. The analysis uses more than 10,300 inspected buildings from the 2009 L’Aquila (Italy) earthquake, integrated with census data to represent uninspected constructions. Buildings are classified according to three parameters - construction timespan, state of repair, and number of stories - allowing the derivation of usability-based fragility curves for eight typological classes. A lognormal model is adopted, with parameters estimated by means of maximum likelihood. Among the building attributes, the most influential predictor is the state of repair, which in the AeDES form used for the inspections reflects not ordinary maintenance levels but the actual damage condition of the building prior to the earthquake. This distinction is crucial, as pre-existing damage strongly affects the likelihood of usability loss. Results show that this parameter is a significant factor influencing usability, followed by building height, while the construction timespan exerts a secondary yet consistent effect, with older buildings resulting more vulnerable. Taller and poorly maintained buildings exhibit systematically higher fragility. The strong effect of the state of repair emerges clearly, although the limited occurrence of poorly maintained and/or pre-damaged buildings suggests a cautious interpretation of the curves. Compared with previous usability models for masonry buildings, the RC curves show both common and material-specific patterns: the state of repair remains the dominant factor in both systems, while height plays a much stronger role in RC. This new usability-based RC-building model complements the existing masonry-building one, providing a coherent framework based on an operational metric aligned with inspection outcomes, allowing for large-scale seismic risk analyses, supporting loss estimation, recovery planning, and national-level assessments.

基于概率可用性的意大利钢筋混凝土建筑易损性曲线,使用人口普查和震后数据
本研究建立了以震后可用性表示的钢筋混凝土(RC)住宅建筑的经验易碎性函数。该分析使用了2009年意大利拉奎拉地震中10,300多座经过检查的建筑,并结合了人口普查数据来代表未经检查的建筑。建筑根据三个参数进行分类——建造时间跨度、修复状态和楼层数量——允许推导出基于可用性的八个类型类别的脆弱性曲线。采用对数正态模型,用极大似然法估计参数。在建筑属性中,最具影响力的预测因素是修复状态,在用于检查的AeDES表格中,它反映的不是普通的维护水平,而是地震前建筑的实际损坏状况。这种区别是至关重要的,因为预先存在的损害会严重影响可用性损失的可能性。结果表明,该参数是影响可用性的重要因素,其次是建筑高度,而施工时间跨度对可用性的影响次要但一致,建筑越老越脆弱。较高且维护不善的建筑整体上表现出更高的脆弱性。维修状况的强烈影响清晰地显现出来,尽管有限的维修不善和/或预先损坏的建筑物表明对曲线的谨慎解释。与以前的砌体建筑可用性模型相比,RC曲线显示了常见的和材料特定的模式:修复状态仍然是这两个系统的主导因素,而高度在RC中起着更大的作用。这种新的基于可用性的rc建筑模型补充了现有的砖石建筑模型,提供了一个基于与检查结果一致的操作度量的连贯框架,允许大规模地震风险分析,支持损失估计、恢复计划和国家级评估。
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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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