Behavior of CFT Column Connections with Vertical Plates

Xin Lei Yang; Hai Liang Wang; Quan Chang Ren; Peng Dong

doi:10.4028/www.scientific.net/AMR.163-167.1897

Paper Titles

Stochastic Gaussian Optimized Inversion of Mechanical Parameters of Reinforced Concrete Single T-Shaped Beam
p.1874

Experimental Study on Seismic Behavior of Recycled Concrete Perforated Brick Masonry
p.1879

Calculation of Ductility of Square CFT Stub Columns with Binding Bars Subjected to Eccentric Load
p.1883

Experimental Study on the Shear Failurelaw of Gate Slot
p.1891

Behavior of CFT Column Connections with Vertical Plates
p.1897

Ultimate Load of Composite Beam Based on Effect for Cracks in the Brittle Material on Slip of Shear Connectors
p.1901

Experimental Study on Structural Performance of a Novel Integral Noise Barrier for Urban Rail Transit
p.1905

Finite Element Analysis of Ultimate Load-Carrying Capacity of CFST-CSW Arches
p.1910

Applicability Study on Method of Stability Analysis for Suspendome Structures
p.1916

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Behavior of CFT Column Connections with Vertical...

Behavior of CFT Column Connections with Vertical Plates

Abstract:

In this research, a CFT column connection with vertical plates is proposed, and studied through a finite element model. For this purpose, three-dimensional finite element models are constructed by a general purpose finite element code, ABAQUS. Comparing the results of the models indicated the effectiveness of the proposed vertical plate scheme in reducing story drift, increasing the shear strength of the panel zone.