Analysis to determine flexural buckling of cold-formed steel built-up back-to-back section columns-Reference-Cited by-同舟云学术

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Analysis to determine flexural buckling of cold-formed steel built-up back-to-back section columns

Published:2020-03 Issue: Volume:166 Page:105898
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Zhou Tianhua,Li Yanchun,Wu Hanheng,Lu Yan,Ren Lujie

Funder

National Natural Science Foundation of China

Research Fund for Doctoral Program of Higher Education of China

Publisher

Elsevier BV

Subject

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

Reference29 articles.

1. North American Specification for the Design of Cold-Formed Steel Structural Members;AISI,2007

2. Cold-formed steel structures;AS/NZS,2005

3. Die Knickfestigkeit gerader Stabe;Engesser;Zentralbl. Bauverwaltung.,1891

4. Buckling Strength of Metal Structures;Bleich,1952

5. Theory of Elastic Stability;Timoshenko,1961

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1. Regression-classification ensemble machine learning model for loading capacity and bucking mode prediction of cold-formed steel built-up I-section columns;Thin-Walled Structures;2024-12

2. Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics;Journal of Structural Engineering;2024-10

3. Design of Slender Built-Up Back-to-Back CFS Channel Columns with Pinned Warping-Free Ends;Journal of Structural Engineering;2024-08

4. Experimental and numerical investigations of high-strength cold-formed steel multi-limb built-up section columns;Engineering Structures;2024-06

5. Compressive behavior of novel cold-formed steel built-up closed L-shaped section columns;Journal of Building Engineering;2024-06

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