Numerical and theoretical analysis of spatial shear lag effect in through wide box bowstring arch bridge main girder-Reference-Cited by-同舟云学术

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Numerical and theoretical analysis of spatial shear lag effect in through wide box bowstring arch bridge main girder

Published:2021-10 Issue: Volume:33 Page:141-151
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Li Yanfeng,Zhao Jihe^ORCID,Bao Longsheng,Dong Lei,Wang Qinghe

Funder

Liaoning Provincial Natural Science Foundation

National Key Research and Development Program of China Stem Cell and Translational Research

Northeastern University Key Laboratory of Safe Mining of Deep Metal Mines Ministry of Education

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference25 articles.

1. Positive and negative shear lag behaviors of composite twin-girder decks with varying cross-section;Li;Science China Technol. Sci.,2017

2. Finite beam element considering shear-lag effection box girder;Zhou;J. Eng. Mech.,2010

3. Analytical solutions for composite beams with slip, shear-lag and time-dependent effects;Li;Eng. Struct.,2017

4. A finite segment model for shear lag analysis;Luo;Eng. Struct.,2004

5. Long-term effect analysis of prestressed concrete box-girder bridge widening;Wen;Constr. Build. Mater.,2011

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1. A Revit-Midas/Civil conversion approach for bridge superstructures analysis;Engineering Research Express;2024-03-01

2. Analytical solution for quick decision of tied–arch bridge parameters at early-design stage based on Hellinger–Reissner variational method;Structures;2022-10

3. Innovative Design of Novel Main and Secondary Arch Collaborative Y-Shaped Arch Bridge and Research on Shear Lag Effect of Its Unconventional Thin-Walled Steel Box Arch Ribs;Applied Sciences;2022-08-22

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