In-plane bending behaviour and capacities of S690 high strength steel welded I-section beams-Reference-Cited by-同舟云学术

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In-plane bending behaviour and capacities of S690 high strength steel welded I-section beams

Published:2019-11 Issue: Volume:162 Page:105741
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Sun Yao,He An,Liang Yating,Zhao Ou

Funder

Regency Steel Asia (RSA) Endowment Fund

NTU Research Scholarship

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Plate slenderness limits for high strength steel sections;Rasmussen;J. Constr. Steel Res.,1992

2. Local buckling of 460 MPa high strength steel welded section stub columns under axial compression;Shi;J. Constr. Steel Res.,2014

3. Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns;Sun;J. Constr. Steel Res.,2019

4. Experimental investigation on the local buckling behavior of 960 MPa high strength steel welded section stub columns;Shi;Adv. Struct. Eng.,2015

5. Tests of high strength steel columns;Rasmussen;J. Constr. Steel Res.,1995

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