Eigenformbasierte Imperfektionsmethode für Tragwerke mit monosymmetrischen I‐Profilen-Reference-Cited by-同舟云学术

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Eigenformbasierte Imperfektionsmethode für Tragwerke mit monosymmetrischen I‐Profilen

Published:2021-06-17 Issue:8 Volume:90 Page:600-613
ISSN:0038-9145
Container-title:Stahlbau
language:de
Short-container-title:Stahlbau

Author:

Hajdú Gábor¹,Rubert Achim²

Affiliation:

1. Széchenyi István Universität Department of Structural and Geotechnical Engineering Egyetem tér 1 9024 Gyo”r Ungarn

2. Köterbergstr. 39B 37671 Höxter

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stab.202100017

Reference25 articles.

1. DIN EN 1993‐1‐1 (2005) + AC:2009Eurocode 3: Design of steel structures – Part 1‐1: General rules and rules for buildings.Berlin:Beuth.

2. ANSI/AISC 360‐10 (2010)Specification for Structural Steel Buildings.Chicago Illinois.

3. Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3

4. Frames with unique global and local imperfection in the shape of the elastic buckling mode (Part 1)

5. Buckling assessment of steel members through overall imperfection method

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