Strength and behaviour of laterally-unrestrained S690 high-strength steel hybrid girders with corrugated webs-Reference-Cited by-同舟云学术

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Strength and behaviour of laterally-unrestrained S690 high-strength steel hybrid girders with corrugated webs

Published:2020-05 Issue: Volume:150 Page:106688
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Shao Yong-Bo,Zhang Yu-Mei,Hassanein M.F.

Funder

Scientific Innovation Group for Youths of Sichuan Province

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. Plastic design of hot-finished high strength steel continuous beams;Gkantou;Thin-Walled Struct.,2018

2. Behavior of high strength concrete encased steel composite stub columns with C130 concrete and S690 steel;Lai;Eng. Struct.,2019

3. Corrugated web girder fabrication", Pennsylvania innovative high performance steel bridge demonstration Project;Sause;ATLSS,2003

4. Shear behavior of corrugated web bridge girders;Driver;J. Struct. Eng., ASCE,2006

5. Post-fire mechanical properties of high strength Q690 structural steel;Li;J. Constr. Steel Res.,2017

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1. Modified calculation on shear stress of girder bridges with corrugated steel webs;Journal of Constructional Steel Research;2024-10

2. Elastic-plastic flexural behavior of hybrid steel girder bridge considering welded residual stress;Structure and Infrastructure Engineering;2024-04-12

3. Closed-form approach for the elastic critical moment of I-girders with corrugated web;Thin-Walled Structures;2024-02

4. Design optimization of welded steel plate girders configured as a hybrid structure;Journal of Constructional Steel Research;2023-12

5. Numerical Simulation and Experimental Study of Cold and Hot Composite Forming of Sharp-Edged High-Strength Steel Sections;Materials;2023-10-31

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