Numerical analyses of steel beam–column joints subjected to catenary action

This paper presents the numerical results of 6 beam–column joint tests using six types of connections: web cleat, fin plate, top and seat with web angles (TSWA) (8 mm thick angle), flush end plate, extended end plate, and TSWA (12 mm thick angle). Both static and explicit dynamic solvers were employ...

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Bibliographic Details
Main Authors: Tan, Kang Hai, Yang, Bo
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2013
Online Access:https://hdl.handle.net/10356/97007
http://hdl.handle.net/10220/11662