Web rotational stiffness of continuous steel-concrete composite castellated beams
Continuous composite beams can present a global instability known as lateral distortional buckling (LDB). The design code EN 1994-1-1:2004 provides a procedure for the verification of this ultimate limit state, in which the resistant bending moment is calculated considering the behavior of the inver...
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| Autori principali: | , , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
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Gruppo Italiano Frattura
2019-10-01
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| Serie: | Fracture and Structural Integrity |
| Soggetti: | |
| Accesso online: | https://www.fracturae.com/index.php/fis/article/view/2545/2715 |
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