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Frontiers of Structural and Civil Engineering >> 2019, Volume 13, Issue 5 doi: 10.1007/s11709-019-0534-6
Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections
Faculty of Water and Environmental Engineering, Shahid Beheshti University, Tehran 16589-53571, Iran
Abstract
Keywords
finite element analysis ; hexagonal castellated beam ; parametric study ; post-tensioned self-centering steel connection ; steel moment-resisting frame
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