用于解耦地震车桥相互作用的扩展修正桥梁系统 (EMBS) 方法

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-08-06 DOI:10.1002/eqe.4209
Hossein Homaei, Charikleia D. Stoura, Elias G. Dimitrakopoulos
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引用次数: 0

摘要

地震车桥相互作用(SVBI)是对地震激励下车桥相互作用(VBI)的研究。SVBI 是一个跨学科问题,对铁路的设计和安全越来越重要。本研究采用一致的方法将车桥系统解耦,并独立解决桥梁和车辆子系统的问题,从而绕过了耦合车桥系统地震响应分析所带来的多重挑战。所提出的方法建立在之前建立的扩展修正桥梁系统 (EMBS) 方法基础之上,用于(在没有地震激励的情况下)解耦车辆-桥梁系统。其前提是首先确定 VBI 对桥梁和车辆响应影响的特征,然后评估其相对重要性,并通过修改相关的非耦合运动方程 (EOM) 进行复制。所采用的计算公式可容纳车辆和桥梁的多自由度模型,因此可以处理复杂的系统。分析检验了所提出的解耦方法在一套历史地震记录下预测现实系统车辆-桥梁系统响应的能力。解耦结果与所有地震记录和情况下的耦合解(即仅在桥梁横向以及同时在横向和纵向的地震激励)都非常吻合。
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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Extended Modified Bridge System (EMBS) method for decoupling seismic vehicle-bridge interaction

Seismic vehicle-bridge interaction (SVBI) is the study of vehicle-bridge interaction (VBI) in the presence of earthquake excitation. SVBI is an interdisciplinary problem of increasing importance to the design and safety of railways. This study deploys a consistent methodology to decouple the vehicle-bridge system and solve independently the bridge and vehicle subsystems, bypassing multiple challenges the seismic response analysis of a coupled vehicle-bridge system entails. The proposed approach builds upon the previously established Extended Modified Bridge System (EMBS) method for decoupling vehicle-bridge systems (in the absence of earthquake excitation). Its premise is to first characterize and then assess the relative importance of the VBI effect on the bridge and vehicle responses and replicate it by modifying the pertinent uncoupled equations of motion (EOMs). The formulation deployed accommodates multi-degree of freedom models for both the vehicle and bridge and can thus tackle complex systems. The analysis examines the ability of the proposed decoupling approach to predict the response of a realistic system vehicle-bridge system under a suit of historical earthquake records. The decoupled results are in excellent agreement with the coupled solutions for all earthquake records and scenarios (i.e., earthquake excitation solely in the transverse direction of the bridge, as well as in both the transverse and vertical directions simultaneously).

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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
期刊最新文献
Issue information Issue information SSI-induced seismic earth pressures on an integral abutment bridge model: Experimental measurements versus numerical simulations and code provisions Estimation of inelastic displacement ratio spectrum for existing RC structures via displacement response spectrum Linear equivalence for motion amplification devices in earthquake engineering
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