Evaluation of safety formats for non-linear finite element analyses of statically indeterminate concrete structures subjected to different load paths-Reference-Cited by-同舟云学术

Evaluation of safety formats for non-linear finite element analyses of statically indeterminate concrete structures subjected to different load paths

Published:2016-03 Issue:1 Volume:17 Page:44-51
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:

Author:

Blomfors Mattias¹,Engen Morten²³,Plos Mario¹

Affiliation:

1. Department of Civil and Environmental Engineering, Structural Engineering; Chalmers University of Technology; 412 58 Gothenburg Sven Hultins gata 8 Sweden

2. Department of Structural Engineering; Norwegian University of Science and Technology; 7491 Trondheim Rich. Birkelandsvei 1A Norway

3. Norway & Multiconsult AS; 0213 Oslo Postboks 265 Skøyen Norway

Funder

Chalmers tekniska högskola

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Brekke , D.-E. Åldstedt , E. Grosch , H. Design of Offshore Concrete Structures Based on Postprocessing of Results from Finite Element Analysis (FEA): Methods, Limitations and Accuracy Proc. of 4th Intl. Offshore & Polar Engineering Conference Osaka 1994 318 328

2. Reliability-based non-linear analysis according to fib Model Code 2010;Cervenka;Structural Concrete,2013

3. Engen , M. Hendriks , M. A. N. øverli , J. A. Åldstedt , E. Application of NLFEA in the Design of Large Concrete Structures Proc. of XXII Nordic Concrete Research Symposium Reykjavik, Iceland 2014

4. Solution strategy for non-linear Finite Element Analyses of large reinforced concrete structures;Engen;Structural Concrete,2015

5. fib: Chapter 7 - Design, fib Model Code for Concrete Structures 2010 Ernst & Sohn GmbH & Co. Hoboken, New Jersey, USA 2013

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