2021
DOI: 10.1002/cepa.1457
|View full text |Cite
|
Sign up to set email alerts
|

Statistical data for system‐based reliability analysis of stainless steel structures with hollow sections

Abstract: Current codes for steel structures, including AISC 360‐10, AS4100 and Eurocode 3, are in the process of evolving from the current member‐based design method to direct system‐based approaches that allow evaluating the strength of structures directly from numerical simulations. However, these codes do not provide adequate safety factors nor reliability requirements for structural systems. Thus, it is necessary to build a rigorous structural reliability framework to investigate acceptable target reliability indic… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

0
0
0

Publication Types

Select...

Relationship

0
0

Authors

Journals

citations
Cited by 0 publications
references
References 71 publications
0
0
0
Order By: Relevance

No citations

Set email alert for when this publication receives citations?