Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling-Reference-Cited by-同舟云学术

Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling

Published:2023-12 Issue:12 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mahar Akshay Mangal¹^ORCID,Jayachandran S. Arul²,Mahendran Mahen³^ORCID

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India. ORCID: .

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India.

3. Professor, School of Civil and Environmental Engineering, Queensland Univ. of Technology, Brisbane 4000, Australia (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12689

Reference46 articles.

1. ABAQUS. 2019. ABAQUS standard user’s manual, version 6.19. Johnston, RI: Dassault Systemes Simulia Corporation.

2. AISC (American Institute of Steel Construction) and LRFD. 1986. Manual of steel construction: Load and resistance factor design manual of steel construction. Chicago: AISC.

3. Design Strength of Locally Buckling Stub-Lipped Channel Columns

4. Interaction of Local, Distortional, and Global Buckling in CFS Lipped Channel Compression Members

5. Unified Element and Section Approach to Design of Cold-Formed Steel Structures

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