Verification of flexural buckling according to Eurocode 3 part 1-1 using bow imperfections-Reference-Cited by-同舟云学术

Verification of flexural buckling according to Eurocode 3 part 1-1 using bow imperfections

Published:2016-11 Issue:4 Volume:9 Page:349-362
ISSN:1867-0520
Container-title:Steel Construction
language:en
Short-container-title:

Author:

Lindner Joachim¹,Kuhlmann Ulrike²,Just Adrian²

Affiliation:

1. Formerly: Technische Universität Berlin; Chair of steel structures; Wallot-Str. 3 14193 Berlin Germany

2. University of Stuttgart; Institute of Structural Design; Pfaffenwaldring 7 70569 Stuttgart Germany

Publisher

Wiley

Subject

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

Reference20 articles.

1. Boissonnade , N. Greiner , R. Jaspart , J. P. Lindner , J. ECCS TC 8, No. 119: Rules for member stability in EN 1993-1-1, Background documentation and design guidelines ECCS pub. Brussels 2006

2. Bureau , A. N⊕M y interaction for cross section resistance of doubly symmetric I-profiles. Working doc. No. [24a] Working Group 1 of CEN/TC 250/SC 3 Zurich 2013

3. CEN/TC 250/SC 3, Doc. N2164: Classification of rolled I-Profiles fabricated in steel grade S460 within Table 6.2 of EN 1993-1-1, Decision 19/2015 on Amendment AM-1-1-2015-001 2015

4. DIN 18800:2008-11: Stahlbauten, - Teil 1 Bemessung und Konstruktion, - Teil 2: Stabilitätsfälle - Knicken von Stäben und Stabwerken (Steel structures, - Part 1 Design and Construction, - Part 2: Stability - Buckling of bars and skeletal structures

5. EN 1993-1-1:2009, Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings

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