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Nonlinear behavior of connections in RCS frames with bracing and steel plate shear wall
, Article Steel and Composite Structures ; Volume 22, Issue 4 , 2016 , Pages 915-935 ; 12299367 (ISSN) ; Kheyroddin, A ; Nazeryan, M ; Mirtaheri, S. M ; Gholhaki, M ; Sharif University of Technology
Techno Press
2016
Abstract
Steel systems composed of Reinforced Concrete column to Steel beam connection (RCS) have been raised as a structural system in the past few years. The optimized combination of steel-concrete structural elements has the advantages of both systems. Through beam and through column connections are two main categories in RCS systems. This study includes finite-element analyses of mentioned connection to investigate the seismic performance of RCS connections. The finite element model using ABAQUS software has been verified with experimental results of a through beam type connection tested in Taiwan in 2005. According to verified finite element model a parametric study has been carried out on five...