Dynamic analysis of a coupled steel-concrete composite box girder bridge-train system considering slip and shear-lag-Reference-Cited by-同舟云学术

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Dynamic analysis of a coupled steel-concrete composite box girder bridge-train system considering slip and shear-lag

Published:2020-12 Issue: Volume:157 Page:107060
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhu Li,Wang Hong-Liang,Han Bing,Zhao Guan-Yuan,Huo Xue-Jin,Ren Xiao-Zuo

Funder

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Finite element analysis on steel-concrete–steel sandwich beams;Yan;Mater. Struct.,2014

2. Analytical modeling of nonlinear behavior of composite beams with deformable connection;Gattesco;J. Constr. Steel Res.,1999

3. Numerical analysis of two-layer beams with interlayer slip and step-wise linear interface law;Monetto;Eng. Struct.,2017

4. Finite element model updating of semi-composite bridge decks using operational acceleration measurements;Polanco;Eng. Struct.,2016

5. A higher order model for inelastic response of composite beams with interfacial slip using a dissipation based arc-length method;Uddin;Eng. Struct.,2017

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3. Dynamic analysis of a coupled steel-concrete composite box girder bridge- train system considering shear lag, constrained torsion, distortion and biaxial slip;STEEL COMPOS STRUCT;2023

4. Vibration Control of the Steel-Concrete Composite Box Girder Bridge with Slip and Shear-Lag Effects by MTMDs under the Train-Bridge Interaction;Structural Control and Health Monitoring;2023-06-27

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