Establishing model uncertainty of SLS reinforced concrete crack models applied to load-induced cracking
Although some research has been performed, serviceability limit state (SLS) concrete crack models have yet to be calibrated fully in probabilistic terms in structural design standards. This is partly due to the fact that the SLS is generally not the critical limit state in structural design. However...
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| Format: | Article |
| Language: | English |
| Published: |
Czech Technical University in Prague
2022-08-01
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| Series: | Acta Polytechnica CTU Proceedings |
| Subjects: | |
| Online Access: | https://ojs.cvut.cz/ojs/index.php/APP/article/view/8394 |
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