Testing and design on local-biaxial flexural interactive buckling behavior of high strength steel welded box beam-columns subjected to biaxial bending-Reference-Cited by-同舟云学术

Testing and design on local-biaxial flexural interactive buckling behavior of high strength steel welded box beam-columns subjected to biaxial bending

Published:2023-07 Issue: Volume:206 Page:107932
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Shen Hong-Xia,Xu Kai-Kai,Yang Zhong-Qiao,Nie Zi-Jun

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. Stability Behavior and Design Method of High Strength Steel Members;Shen,2021

2. A new simple method for the strength of high-strength steel thin-walled box columns subjected to axial force and biaxial end moments;Shen;Adv. Civ. Eng.,2019

3. Specification for Structural Steel Buildings;ANSI/AISC 360–-16,2016

4. 2005+A1: 2014, Eurocode 3 — Design of Steel Structures — Part 1–1: General Rules and Rules for Buildings;BS EN 1993-1-1,2014

5. 2006+A1: 2017, Eurocode 3 — Design of Steel Structures — Part 1–5: Plated Structural Elements;BS EN 1993-1-5,2017

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