历史悠久的底格里斯河大桥抗震性能评估

Atila Kumbasaroglu, A. Celik, O. Demir, A. Turan, Hakan Yalciner
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引用次数: 0

摘要

土耳其是一个易受地震影响的国家,经历过许多大地震,这些地震完全摧毁或对许多历史建筑造成重大破坏。今天,使用计算机软件,对需要重大修复和加固的历史建筑进行数值模拟和分析,从抗震的角度对其进行评估,并在不改变其原创性的情况下对其进行加固,这一点非常重要。在本研究中,建立了底格里斯河上历史悠久的底格里斯桥的有限元模型。首先,确定了由自重引起的应力和变形。随后,利用过去的地震地面运动记录在时域内进行了动力分析。将时域分析得到的各地震记录的位移和应力值进行比较,比较评价桥梁的抗震性能。桥梁的抗震性能是根据土耳其宗教基金会总局公布的“历史建筑地震风险管理指南”确定的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An Assessment of the Seismic Performance of the Historic Tigris Bridge
Turkey is a country that is vulnerable to earthquakes and has experienced many major earthquakes that completely destroyed or caused significant damage to numerous historic structures. Today, using computer software, it is important to numerically model and analyze historic structures that need significant restoration and strengthening, to evaluate them from a perspective of seismic resistance, and to reinforce them without altering their originality. In this study, a finite element model of the historic Tigris Bridge on the Tigris River was created. First, the stresses and deformation caused by its own weight were determined. Subsequently, dynamic analyses were performed in the time domain using past earthquake ground motion records. Displacement and stress values obtained for each earthquake record in these time domain analysis were compared to each other to evaluate the seismic behavior of the bridge comparatively. The seismic performance of the bridge was determined on the basis of the “Guidelines on the Management of Earthquake Risks for Historic Structures” published by the Directorate General of Religious Foundations in Turkey.
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