Parametric study on cold-formed steel built-up columns using direct strength method-Reference-Cited by-同舟云学术

Parametric study on cold-formed steel built-up columns using direct strength method

Published:2022-05 Issue: Volume:39 Page:337-350
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Djafour Naoual,Kherbouche Soumia^ORCID,Megnounif Abdellatif

Publisher

Elsevier BV

Subject

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

Reference40 articles.

1. American Iron and Steel Institute (AISI). (2002c). Standard for Cold-Formed Steel Framing-Truss Design (AISI/COFS/TRUSS 2001) and Commentary (AISI/COFS/TRUSS 2001), Washington DC.

2. Buckling strength of axially loaded cold formed built-up I-sections with and without stiffened web;Abu-Hamd;Ain Shams Eng J,2018

3. Influence of intermediate stiffeners on the axial capacity of cold-formed steel back-to-back built-up unequal angle sections;Ananthi;Structures,2021

4. Ananthi GBG, Roy K, Ahmed AMM, Lim JBP. (2021). Non-linear behaviour and design of web stiffened battened built-up stainless steel channel sections under axial compression. In Structures (Vol. 30, pp. 477–494). Elsevier.

5. Behaviour of cold-formed steel built-up battened columns composed of four lipped angles: Tests and numerical validation;Anbarasu;Adv Struct Eng,2020

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1. Axial compressive behavior of cold-formed steel built-up box-shape columns with longitudinal stiffeners;Journal of Constructional Steel Research;2024-01

2. Experimental Investigation and Design Methodology of Built-Up I-Section Cold-Formed Steel Wall Panels with Sheathing under Axial Loading;Practice Periodical on Structural Design and Construction;2023-08

3. Study on a Stiffened Circular Steel Hollow Section Under Axial Compression;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-07-05

4. Evaluation of the composite action of cold-formed steel built-up battened columns composed of two sigma-shaped sections;Thin-Walled Structures;2023-02

5. Web strain based prediction of web distortion influence on the elastic LTB limiting length;STEEL COMPOS STRUCT;2022