Redundancy Factors for the Seismic Design of Ductile Reinforced Concrete Chevron Braced Frames

Abstract In this paper the authors summarize the results of a study devoted to assess, using nonlinear static analyses, the impact of increasing the structural redundancy in ductile moment-resisting reinforced concrete concentric braced frames structures (RC-MRCBFs). Among the studied variables were...

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Bibliographic Details
Main Authors: Eber Alberto Godínez-Domínguez, Arturo Tena-Colunga
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=S1679-78252016001102088&lng=en&tlng=en