Identification of the most suitable probability models for local joint flexibility in T/Y-connections stiffened with collar or doubler plates

The reliability-based design of steel structures requires accurate probability density functions (PDFs) of the relevant random variables. Also, the local joint flexibility factor (fLJF), as an inherent feature of a connection, is one of the factors affecting the dynamic responses and global static o...

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Bibliographic Details
Main Author: Hossein Nassiraei
Format: Article
Language:English
Published: Elsevier 2025-03-01
Series:Results in Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2590123025004670
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