Local buckling of 460MPa high strength steel welded section stub columns under axial compression-Reference-Cited by-同舟云学术

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Local buckling of 460MPa high strength steel welded section stub columns under axial compression

Published:2014-09 Issue: Volume:100 Page:60-70
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Shi Gang,Zhou Wenjing,Bai Yu,Lin Cuocuo

Publisher

Elsevier BV

Subject

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

Reference24 articles.

1. Use and application of high-performance steels for steel structures;International Association for Bridge and Structural Engineering,2005

2. High strength steel use in Australia, Japan and the US;Pocock;Struct Eng,2006

3. Code for design of steel structures;GB 50017-2003,2006

4. Specification for structural steel buildings;ANSI/AISC 360-10,2010

5. Eurocode 3: design of steel structures: part 1–12: high strength steel;BS EN 1993-1-12,2007

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2. Interactive buckling behaviour of Q420-Q960 steel welded thin-walled box section long column under axial compression;Journal of Constructional Steel Research;2024-08

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4. Machine-learning-assisted design of high strength steel I-section columns;Engineering Structures;2024-06

5. Development of a Eurocode-based design method for local and distortional buckling for cold-formed C-sections encased in ultra-lightweight concrete under compression;Thin-Walled Structures;2024-03

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