Local buckling behaviour and capacities of Cold-Formed Steel Double-I-Box stub and short column sections-Reference-Cited by-同舟云学术

Local buckling behaviour and capacities of Cold-Formed Steel Double-I-Box stub and short column sections

Published:2021-12 Issue: Volume:34 Page:1761-1784
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Deepak M.S.,Ananthi G. Beulah Gnana

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference32 articles.

1. Parametric study and simplified design equations for cold-formed steel channels with edge-stiffened holes under axial compression;Chen;J Constr Steel Res,2020

2. Experimental and numerical investigations on axial strength of back-to-back built-up cold-formed steel angle columns;Ananthi;Steel Compos Struct,2019

3. Testing, simulation and design of back-to-back built-up cold-formed steel unequal angle sections under axial compression;Ananthi;Steel Compos Struct,2019

4. Web crippling capacity of fastened cold-formed steel channels with edge-stiffened web holes, un-stiffened web holes and plain webs under two-flange loading;Chen;Thin-Walled Struct,2021

5. Non-linear behaviour and design of web stiffened battened built-up stainless-steel channel sections under axial compression;Ananthi;Structures,2021

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