Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns
Author:
Funder
Imperial College London
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference57 articles.
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2. Design of angle columns with locally unstable legs;Rasmussen;J. Struct. Eng.,2005
3. A novel DSM-based approach for the rational design of fixed-ended and pin-ended short-to-intermediate thin-walled angle columns;Dinis;Thin-Walled Struct.,2015
4. Behaviour and design of fixed-ended steel equal-leg angle section columns;Behzadi-Sofiani;J. Constr. Steel Res.,2021
5. Stability and design of fixed-ended stainless steel equal-leg angle section columns;Behzadi-Sofiani;Eng. Struct.,2021
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. Assessment of design procedures for the buckling resistance of hot-rolled steel equal leg angles under concentric and eccentric compression;Structures;2023-11
2. Major‐axis buckling of pin‐ended stainless steel equal‐leg angle section members: FE modelling and design;ce/papers;2023-09
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