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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Published in | Engineering structures Vol. 222; p. 110944 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Kidlington
Elsevier Ltd
01.11.2020
Elsevier BV |
Subjects | |
Online Access | Get full text |
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