Probabilistic models for blast parameters and fragility estimates of steel columns subject to blast loads

•Probabilistic framework to predict steel columns failure under blast loads.•The blast load models predict the structural demands.•Correction terms are introduced in the probabilistic models to correct the bias.•Strain-rate dependent capacity models for flexure and global buckling are used.•Results...

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Bibliographic Details
Published inEngineering structures Vol. 222; p. 110944
Main Authors Singh, Karandeep, Gardoni, Paolo, Stochino, Flavio
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 01.11.2020
Elsevier BV
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