Study on the Component-Based Model of an All-Welded Beam-Column Connection for Progressive Collapse Analysis

The mechanical behavior of all-welded beam-column connections of steel frames during progressive collapse was numerically studied using finite element simulations. The validation of the numerical model was based on a previous test model. The analysis results indicated that the stiffness of the all-w...

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Bibliographic Details
Main Authors: Fuzhe Xie, Wenyuan Liu, Bin Gu, Hai Qian
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8847866