Assessing the reliability of local buckling of plates for mild and high strength steels-Reference-Cited by-同舟云学术

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Assessing the reliability of local buckling of plates for mild and high strength steels

Published:2018-03 Issue: Volume:142 Page:86-98
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Schillo N.,Taras A.^ORCID,Feldmann M.

Funder

RFCS

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. Eurocode 3: Design of Steel Structures — Part 1–5: Plated structural elements,2010

2. EN 1990: Basis of Structural Design,2010

3. Local and Global Buckling of Box Sections Made of High Strength Steel;Schillo,2017

4. Eurocode 3: Design of Steel Structures — Part 1–1: General Rules and Rules for Buildings,2010

5. Eurocode 3: Design of Steel Structures – Part 1–12: General-high Strength Steels,2010

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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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