Seismic performance and damage assessment of bridges during the 2023 Kahramanmaras, Türkiye earthquakes (Mw = 7.8, Mw = 7.6)

IF 3.1 2区 工程技术 Q2 ENGINEERING, CIVIL Earthquake Spectra Pub Date : 2024-07-27 DOI:10.1177/87552930241262043
Selcuk Bas, Jeffrey Hunt, B. Gencturk, Ezra Jampole, Y. B. Sonmezer, Brent Chancellor, Patrick C. Bassal, Murat Celiker, N. Apaydın, Halil Sezen
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Abstract

This article presents a summary of the damage observed in bridges in the regions affected by the 6 February 2023 Kahramanmaras, Türkiye earthquake sequence. A bridge database was developed based on the observations from multiple reconnaissance groups that visited the bridges. These reconnaissance groups collectively visited 140 individual bridges that were subjected to various intensities of ground shaking. The severity of the observed damage ranged from no damage to total collapse. The types of damage to bridge components mainly included cracking and shifting of abutments, failure of pier cap shear blocks, shifting or dislodging of bearing pads, cracking of girders and loss of prestress, plastic hinging at pier bases, residual pier drift, and distress to deck surfaces, handrails, and carried utilities. Recorded and estimated seismic intensity measures are presented for each bridge site, and statistical information and correlations were developed considering the intensity of shaking, bridge parameters, and observed damage. Observations from a few visited sites are presented as case studies to illustrate the common failure mechanisms. The bridge database and presented results are expected to serve as a reference for further analysis, such as statistical verification, correlation, or damage estimations, and discussion regarding the mitigation of the observed vulnerabilities of bridges in Türkiye and those with similar construction worldwide.
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2023 年土耳其卡赫拉曼马拉什地震(Mw = 7.8,Mw = 7.6)期间桥梁的抗震性能和损坏评估
本文概述了 2023 年 2 月 6 日土耳其卡赫拉曼马拉什地震波及地区的桥梁受损情况。根据多个勘察小组对桥梁的观测结果,建立了桥梁数据库。这些考察小组共考察了 140 座桥梁,这些桥梁受到了不同强度的地面震动。观察到的损坏严重程度从无损坏到完全倒塌不等。桥梁构件的损坏类型主要包括桥墩开裂和移位、墩帽剪力块失效、承台移位或脱落、大梁开裂和预应力损失、墩基塑性铰链、残留墩身漂移,以及桥面、扶手和承载的公用设施受损。每个桥址都提供了记录和估计的地震烈度测量值,并根据地震烈度、桥梁参数和观察到的损坏情况编制了统计信息和相关性。作为案例研究,还介绍了几个考察点的观测结果,以说明常见的破坏机制。桥梁数据库和提交的结果可作为进一步分析的参考,如统计验证、相关性或损害估算,以及有关减轻土耳其和全球类似建筑的桥梁所观察到的脆弱性的讨论。
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来源期刊
Earthquake Spectra
Earthquake Spectra 工程技术-工程:地质
CiteScore
8.40
自引率
12.00%
发文量
88
审稿时长
6-12 weeks
期刊介绍: Earthquake Spectra, the professional peer-reviewed journal of the Earthquake Engineering Research Institute (EERI), serves as the publication of record for the development of earthquake engineering practice, earthquake codes and regulations, earthquake public policy, and earthquake investigation reports. The journal is published quarterly in both printed and online editions in February, May, August, and November, with additional special edition issues. EERI established Earthquake Spectra with the purpose of improving the practice of earthquake hazards mitigation, preparedness, and recovery — serving the informational needs of the diverse professionals engaged in earthquake risk reduction: civil, geotechnical, mechanical, and structural engineers; geologists, seismologists, and other earth scientists; architects and city planners; public officials; social scientists; and researchers.
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