A state-of-the-art review of bridges subjected to earthquake fault ruptures

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-05-01 Epub Date: 2025-02-08 DOI:10.1016/j.engstruct.2025.119889
Yuanzheng Lin , Yejing Chen , Zhouhong Zong , Kaiming Bi
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Abstract

With ongoing seismic activity worldwide and the rapid development of transportation infrastructure, an increasing number of bridge projects face the significant risk of crossing earthquake fault-rupture zones. Earthquake fault ruptures may lead to catastrophic damage to bridge structures that cross them. In particular, fault-crossing bridges can experience more complex responses, increased seismic demands, and greater damage potential compared to those exposed to conventional seismic actions, leading to significant casualties and economic losses. Therefore, it is imperative for engineers, researchers, and policymakers to understand the performance of bridges subjected to earthquake fault ruptures to ensure the design of reliable seismic-resistant bridges. This paper presents a comprehensive review of bridges subjected to fault ruptures. It begins with an overview of seismic damage to fault-crossing bridges in past earthquakes, followed by a discussion of the fundamental characteristics of near-fault and across-fault ground motions, including relevant simulation methods. Subsequently, the paper reviews theoretical analyses, experimental studies, and numerical simulations on fault-crossing bridges, and summarizes mitigation strategies against fault-crossing effects. Finally, the current state of research is assessed, and future research directions are outlined. This paper provides valuable insights into the impact of across-fault ground motions on bridge structures.
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地震断层破裂下桥梁的最新研究综述
随着世界范围内地震活动的不断进行和交通基础设施的快速发展,越来越多的桥梁工程面临着跨越地震断层破裂带的重大风险。地震断层的破裂可能会对跨越断层的桥梁结构造成灾难性的破坏。特别是,与传统地震活动相比,跨断层桥梁可能会经历更复杂的反应,增加地震需求,造成更大的破坏潜力,导致重大人员伤亡和经济损失。因此,了解地震断层破裂作用下桥梁的性能,是工程师、研究人员和决策者设计可靠的抗震桥梁的必要条件。本文全面回顾了受断裂影响的桥梁。它首先概述了过去地震中对跨断层桥梁的地震破坏,然后讨论了近断层和跨断层地面运动的基本特征,包括相关的模拟方法。在此基础上,综述了跨断桥的理论分析、实验研究和数值模拟,总结了跨断效应的缓解策略。最后,对研究现状进行了评价,并对未来的研究方向进行了展望。本文对跨断层地震动对桥梁结构的影响提供了有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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