Assessment of repair/reconstruction costs to existing reinforced concrete and masonry buildings following the 2023 Kahramanmaraş earthquakes

IF 4.2 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Hasan Huseyin Aydogdu, Alper Ilki
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Abstract

The poor seismic performance of substandard building stock in Türkiye has consistently resulted in excessive seismic-induced losses after earthquakes. The catastrophic outcomes of past earthquakes underscore the urgent need to improve the seismic resilience of existing buildings. Most recently, the 2023 Kahramanmaraş earthquakes—among the most devastating seismic events in the history of Türkiye—once again exposed the structural deficiencies of the building stock. This earthquake sequence caused widespread severe damage across 11 provinces and led to an estimated post-earthquake economic loss exceeding 100 billion Euro. In the aftermath, the Turkish Catastrophe Insurance Pool (TCIP) assessed the damage and repair/reconstruction costs of more than 450,000 individual units and provided compensation totaling 33 billion Turkish Lira (approximately 1.6 billion EUR) for post-earthquake repairs and reconstruction. This study presents a detailed evaluation of the post-earthquake repair/reconstruction costs for reinforced concrete and masonry buildings estimated by TCIP experts, analyzing their relationship with several parameters, including soil conditions, distance to the ruptured fault line, peak ground acceleration demand, spectral acceleration demand, number of stories, and year of construction. Based on this analysis, a new empirical relationship for repair costs considering damage state, total floor area, structural system, and spectral acceleration demand of the building, proportional to the reconstruction cost, is proposed, rather than fixed cost ratios. Furthermore, fragility functions are derived for the probabilistic seismic loss estimation frameworks, allowing for the accounting of uncertainties in cost variability. Overall, this study provides scalable and data-driven tools for rapid and large-scale seismic loss estimation, offering a practical alternative to simplified cost ratio approaches.

2023年kahramanmaraki地震后现有钢筋混凝土和砖石建筑的修复/重建成本评估
在日本,不合格的建筑材料抗震性能差,一直导致地震后过大的地震损失。过去地震的灾难性后果凸显了提高现有建筑抗震能力的迫切需要。最近,2023年的kahramanmaraku地震——基耶省历史上最具破坏性的地震事件之一——再次暴露了建筑的结构缺陷。这次地震在11个省造成了广泛的严重破坏,据估计,地震后的经济损失超过1000亿欧元。震后,土耳其巨灾保险池(TCIP)评估了超过45万个独立单位的损失和修复/重建成本,并为震后修复和重建提供了总计330亿土耳其里拉(约16亿欧元)的赔偿。本研究详细评估了TCIP专家估算的钢筋混凝土和砖石建筑的震后修复/重建成本,分析了它们与几个参数的关系,包括土壤条件、与破裂断层线的距离、峰值地面加速度需求、谱加速度需求、层数和建造年份。在此基础上,提出了一种新的修复成本经验关系,考虑了建筑物的损坏状态、总建筑面积、结构体系和频谱加速度需求,与重建成本成正比,而不是固定的成本比率。此外,推导了概率地震损失估计框架的易损性函数,考虑了成本变化的不确定性。总体而言,该研究为快速大规模地震损失估算提供了可扩展的数据驱动工具,为简化成本比方法提供了实用的替代方案。
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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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