Stability of stiffened cruciform steel columns under shear and compression by the complex finite strip method-Reference-Cited by-同舟云学术

Stability of stiffened cruciform steel columns under shear and compression by the complex finite strip method

Published:2019-03 Issue: Volume:136 Page:221-234
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Naderian H.,Sanches R.,Mercan O.,Kushner P.J.,Azhari M.,Ronagh H.

Funder

Ontario Centres of Excellence

Southern Ontario Smart Computing Innovation Platform

National Council for Scientific and Technological Development

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. P. Irwin, R. Denoon, D. Scott Wind Tunnel Testing of High-Rise Buildings: An output of the UBUH Wind Engineering Working Group. Council on Tall Buildings and Urban Habitat: Chicago, 2013.

2. Amec Foster Wheeler and Credit Valley Conservation، National Infrastructure and Buildings Climate Change Adaptation State of Play Report. Prepared for the Infrastructure and Buildings Working Group, part of Canada’s Climate Change Adaptation Platform. March 2017.

3. Strength of flanged and plain cruciform members;Harris;Adv. Civil. Eng.,2018

4. Tower Centre International building in Bucharest Part I: structural design;Dubina;Steel Constr.,2009

5. Experimental investigation of short cruciform columns using universal beam sections;Tahir;Constr. Build. Mater.,2009

Cited by 6 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. Global buckling investigation of T-shaped built-up columns composed of two hot-rolled H-shapes;Structures;2023-12

2. Inelastic buckling analysis of cold-formed steel members with residual stresses based on CFSM;Structures;2023-10

3. Global Buckling Investigation of the Flanged Cruciform H-shapes Columns (FCHCs);Applied Sciences;2021-12-03

4. Cross-section optimization of thin-walled open-section composite column for maximizing its ultimate strength;Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications;2021-10-12

5. Buckling and post-buckling behaviour of selected cold-formed C-beams with atypical flanges;Engineering Structures;2021-10