Severe Loading Assessment of Modern and New Proposed Beam to Column Connections

AbstractThe performance of two different steel beam to column connections known as SidePlateTM and a new proposed connection by seismic loading and progressive collapse were investigated in this research. Seismic performance evaluated included consideration of interstory drift angles and flexural st...

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Bibliographic Details
Main Authors: Iman Faridmehr, Mohd Hanim Osman, Mamood Md. Tahir, Ali Farokhi Nejad, Reza Hodjati
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252015000701202&lng=en&tlng=en