Probabilistic assessment of axial force–biaxial bending capacity domains of reinforced concrete sections

Capacity domains of reinforced concrete elements, computed according to Eurocode 2 provisions, have been investigated from a probabilistic perspective in order to examine the variability of the failure probability over different regions of the domain boundary. To this end, constitutive parameters, s...

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Bibliographic Details
Published inMeccanica (Milan) Vol. 54; no. 9; pp. 1451 - 1469
Main Authors Sessa, Salvatore, Marmo, Francesco, Vaiana, Nicoló, Rosati, Luciano
Format Journal Article
LanguageEnglish
Published Dordrecht Springer Netherlands 01.07.2019
Springer Nature B.V
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Online AccessGet full text
ISSN0025-6455
1572-9648
DOI10.1007/s11012-019-00979-4

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