Formation of post-buckling shear mechanisms in stiffened web panels of slender steel plate girders-Reference-Cited by-同舟云学术

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Formation of post-buckling shear mechanisms in stiffened web panels of slender steel plate girders

Published:2023-03 Issue: Volume:184 Page:110481
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Augustyn Kevin E.^ORCID,Quiel Spencer E.^ORCID,Garlock Maria E.M.

Funder

National Science Foundation

NSF CMMI

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Mechanics of shear resistance in steel plate girder: Critical review;Hingnekar;J. Struct. Eng.,2020

2. Shear resistance of transversely stiffened steel I-Girders;White;J. Struct. Eng.,2008

3. Shear strength of steel plate girders;Davies;Proc. Inst. Civ. Eng. Struct. Build.,1999

4. A compression model for ultimate postbuckling shear strength;Glassman;Thin-Walled Struct.,2016

5. Specification for Structural Steel Buildings (AISC 360-16);AISC,2016

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Out-of-flatness of steel plate girder webs, Part II: Shear strength and behavior;Journal of Constructional Steel Research;2024-08

2. A new model for calculating the ultimate shear resistance of steel I-section girders;Thin-Walled Structures;2024-07

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