Analysis for local buckling capacity of cold-formed steel sections with web opening-Reference-Cited by-同舟云学术

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Analysis for local buckling capacity of cold-formed steel sections with web opening

Published:1987-01 Issue:1-2 Volume:26 Page:275-282
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Sivakumaran K.S.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference12 articles.

1. Cold-formed steel structural members,1984

2. Specifications for the design of cold-formed steel structural members,1986

3. Experimental study of the behaviour of cold-formed steel sections with punched webs;Sivakumaran,1986

4. ADINA—A finite element program for automatic dynamic incremental nonlinear analysis,1984

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Overview on research on the strength and behavior of cold-formed steel members with perforations;E3S Web of Conferences;2024

2. Strengthening of web perforated CFS lipped channel columns with CFRP: a numerical study;Innovative Infrastructure Solutions;2023-07-18

3. Investigation of sectional capacities of cold‐formed perforated steel channel sections;Steel Construction;2022-08-24

4. Reinforcement Schemes for Cold-Formed Steel Joists with a Large Web Opening in Flexural Zone - An Experimental Investigation;Canadian Journal of Civil Engineering;2021-08-26

5. Review of Cold-Formed Steel Columns;Lecture Notes in Mechanical Engineering;2021

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