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