Stability design of single angle member using effective stress-strain method-Reference-Cited by-同舟云学术

Stability design of single angle member using effective stress-strain method

Published:2019-08 Issue: Volume:20 Page:298-308
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Abdelrahman A.H.A.^ORCID,Du Zuo-Lei^ORCID,Liu Yao-Peng,Chan Siu-Lai

Funder

Hong Kong SAR Government

Publisher

Elsevier BV

Subject

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

Reference24 articles.

1. Flexural buckling design of fabricated austenitic and duplex stainless steel columns;Yang;Advanced Steel Construction,2018

2. Safety assessment of Eurocode 3 stability design rules for the lateral-torsional buckling of prismatic beams;da Silva;Advanced Steel Construction,2018

3. BS EN 1993-1-1: 2005 Eurocode 3: Design of Steel Structures Part 1-1: General Rules and Rules for Building;British Standards Institution (BSI),2005

4. Effective length factor of columns in non-sway modular steel buildings;Li;Advanced Steel Construction,2017

5. Buckling Strength of Metal Structures;Bleich,1952

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