Seismic fragility assessment of historical Khan structures in Izmir (Türkiye)

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
P. Usta , S. Karimzadeh , P.B. Lourenço
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引用次数: 0

Abstract

The province of Izmir in Türkiye is recognized as a city renowned for its rich cultural history. The province boasts numerous Khan masonry monuments, particularly within the Kemeralti commercial district. These structures, which carry cultural significance crucial to architectural heritage, showcase distinctive construction techniques that result in varied seismic behaviors. Conducting seismic assessments of these historic monuments is vital for risk mitigation and preserving them. The initial phase of risk assessment studies involves the development of fragility curves for historical structures. Fragility curves reveal the intricate relations between seismic forces, building features, and potential damage, providing valuable information for risk assessment studies. This paper develops seismic fragility curves for historical Khan masonry monuments through data from visual field observations, structural analysis, and numerical simulations, focusing specifically on the Kemeralti commercial district of Izmir, Türkiye. Using peak ground acceleration (PGA) as the primary intensity measure, the study examines the extent of damage at various PGA levels across different limit states, including Immediate Occupancy (IO), life safety, and collapse prevention. The analysis is conducted in both the X- and Y-directions of the structure using linear time history analysis. Results show higher probabilities of exceedance (PoE) in the Y-direction (perpendicular to the main façade) of the structures compared to the X-direction, which is attributed to the configuration of the structural elements. Furthermore, a strong alignment between the predicted and observed damage patterns during the comparison for the 2020 Samos earthquake (Mw=7.0) is noted, indicating an IO performance level. This suggests that the Khan structures sustained only minor non-structural damage, underscoring their resilience in maintaining their structural integrity under low seismic demands. These findings emphasize the necessity of incorporating directional vulnerabilities and observed damage patterns into seismic risk assessments, advocating for targeted retrofitting strategies specifically designed to address the unique structural configurations of historical Khan monuments, thereby enhancing their resilience to higher seismic demands.
伊兹密尔历史可汗建筑的地震易损性评估
基耶省的伊兹密尔省以其丰富的文化历史而闻名。该省拥有许多可汗砖石纪念碑,特别是在克emeralti商业区。这些结构承载着对建筑遗产至关重要的文化意义,展示了独特的建筑技术,导致了不同的地震行为。对这些历史遗迹进行地震评估对于减轻风险和保护它们至关重要。风险评估研究的初始阶段涉及历史建筑易损性曲线的制定。易损性曲线揭示了地震力、建筑物特征和潜在破坏之间的复杂关系,为风险评估研究提供了有价值的信息。本文通过实地观察、结构分析和数值模拟的数据,开发了可汗历史砌体纪念碑的地震易损性曲线,特别关注了 rkiye伊兹密尔的Kemeralti商业区。采用峰值地面加速度(PGA)作为主要强度指标,研究了不同极限状态下不同峰值地面加速度水平的破坏程度,包括立即占用(IO)、生命安全和防止倒塌。采用线性时程分析方法对结构的X和y方向进行了分析。结果表明,与x方向相比,结构的y方向(垂直于主立面)的超越概率(PoE)更高,这归因于结构元件的配置。此外,在2020年萨摩亚地震(Mw=7.0)的比较中,预测和观察到的破坏模式之间存在强烈的一致性,这表明IO的性能水平。这表明可汗结构只遭受了轻微的非结构性破坏,强调了它们在低地震要求下保持结构完整性的弹性。这些研究结果强调了将定向脆弱性和观察到的破坏模式纳入地震风险评估的必要性,并倡导针对历史可汗古迹的独特结构配置制定有针对性的改造策略,从而提高其对更高地震要求的恢复能力。
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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