Vollständige äquivalente Imperfektionsmethode für biege- und druckbeanspruchte Stahlträger-Reference-Cited by-同舟云学术

Vollständige äquivalente Imperfektionsmethode für biege- und druckbeanspruchte Stahlträger

Published:2017-05-30 Issue:6 Volume:86 Page:483-496
ISSN:0038-9145
Container-title:Stahlbau
language:de
Short-container-title:Stahlbau

Author:

Hajdú Gábor¹,Papp Ferenc¹,Rubert Achim²³

Affiliation:

1. Széchenyi István University; Department of Structural and Geotechnical Engineering; H-9024 Győr Egyetem tér 1

2. HAWK Hochschule für angewandte Wissenschaft und Kunst Hildesheim/Holzminden/Göttingen; Fachgebiet Baustatik und Stahlbau; D-37603 Holzminden Haarmannplatz 3

3. HAWK Hochschule für angewandte Wissenschaft und Kunst Hildesheim/Holzminden/Göttingen; Fachgebiet Baustatik und Stahlbau; D-31134 Hildesheim Hohnsen 2

Publisher

Wiley

Subject

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

Reference14 articles.

1. DIN-EN1993-1-1:2005: Design of steel structures - Part 1-1: General rules and rules for bulindings. In: European committe for standadization Brussels, Belgium 2005

2. Frames with global and local imperfection in the shape of elastic buckling mode (Part 1);Chladný;Stahlbau,2013

3. Buckling assessment of steel members through overall imperfection method;Papp;Engineering Structures,2016

4. New design curves for lateral-torsional buckling - proposal based on a consistent derivation;Taras;Journal of Constructional Steel Research,2010

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4. Eigenformbasierte Imperfektionsmethode für Tragwerke mit monosymmetrischen I‐Profilen;Stahlbau;2021-06-17

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