Assessment of design procedures for the buckling resistance of hot-rolled steel equal leg angles under concentric and eccentric compression-Reference-Cited by-同舟云学术

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Assessment of design procedures for the buckling resistance of hot-rolled steel equal leg angles under concentric and eccentric compression

Published:2023-11 Issue: Volume:57 Page:105308
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Gomes Jr J.O.,Carvalho H.,Simões da Silva L.,Ferreira Filho J.O.,Lavall A.

Funder

FCT

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

CNPq

Publisher

Elsevier BV

Subject

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

Reference45 articles.

1. Member capacity of bolted steel angles in compression: Influence of realistic end supports;Kettler;Journal of Constructional Steel Research,2017

2. Design of single angle web struts in trusses;Woolcock;Journal of Structural Engineering,1986

3. Behavior of single-angle-compression members;Elgaaly;Journal of Structural Engineering,1991

Cited by 2 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. Probabilistic resistance predictions of laterally restrained cellular steel beams by natural gradient boosting;Thin-Walled Structures;2024-12

2. Compressive bearing capacity of steel dual-angle with cruciform welding filler plates based on failure modes;Structures;2024-07

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