Applicable equivalent bow imperfections in GMNIA for Eurocode buckling curves – SHS, RHS and welded box sections-Reference-Cited by-同舟云学术

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Applicable equivalent bow imperfections in GMNIA for Eurocode buckling curves – SHS, RHS and welded box sections

Published:2023-05 Issue: Volume:204 Page:107860
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Somodi B.,Bärnkopf E.,Kövesdi B.

Funder

Magyar Tudományos Akadémia

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. Eurocode 3: Design of steel structures - Part 1.1: General rules and rules for buildings;EN 1993-1-1,2005

2. Advanced methods of inelastic anlaysis in the limit states design of steel structures;Ziemian,1990

3. Inelastic limit states design. Part 1: planar frame studies;Ziemian;J. Struct. Eng. ASCE,1992

4. Advanced analysis as a new dimension for structural steel design;Chan;Adv. Steel Constr.,2005

5. Reliability of steel frames designed with advanced analysis;Buonopane;J. Struct. Eng.,2006

Cited by 5 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. Imperfections in thin-walled steel profiles with modified cross-sectional shapes - Current state of knowledge and preliminary studies;STEEL COMPOS STRUCT;2024

2. Equivalent geometric imperfection for interaction buckling of welded box-section columns - Stochastic analysis;Journal of Constructional Steel Research;2024-02

3. Improved Buckling Reduction Factors for Existing Steel Structures Accounting for Different Imperfections;2024

4. Equivalent geometrical imperfections for local and global interactive buckling of welded rectangular box-section columns;Thin-Walled Structures;2023-11

5. Imperfections for Local and Global Interaction Buckling of Welded Square High-strength Steel Box-section Columns;Periodica Polytechnica Civil Engineering;2023-07-17

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