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Linear elastic mode-based reliability approach for single-bay portal frames

Abstract:

Nowadays, the semi-probabilistic design approach using partial safety factors is by far the most widely used technique for the design of new industrial buildings. It is believed that the method delivers a safe design with respect to a minimum degree of reliability as prescribed by EN1990. This paper aims at describing the behaviour of single-bay portal frames at a system level based on analytical reliability approach with dominant failure modes. In the case of extreme loading where cross-sect...

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Publication status:
Published
Peer review status:
Peer reviewed

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Oxford college:
New College
Role:
Author
ORCID:
0000-0001-6228-0309
Publisher:
Elsevier
Journal:
Structures More from this journal
Volume:
34
Pages:
2205-2217
Publication date:
2021-09-13
Acceptance date:
2021-08-27
DOI:
EISSN:
2352-0124
ISSN:
2352-0124
Language:
English
Keywords:
Pubs id:
1196705
Local pid:
pubs:1196705
Deposit date:
2023-05-03

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