Application of Flat-Panel Grid Structure with Improved Double-Tube Buckling Restrained Members

Zhan Zhong Yin; Wei Chen; Zong Rui Hu; Sheng Lin Chen

doi:10.4028/www.scientific.net/AMR.1065-1069.1151

Paper Titles

The Analysis of the Stability of Elastic Bending Simply Supported Beam Steel Artifacts under High Temperature
p.1134

The Mechanical Properties Numerical Analysis of Steel Plate of Coupling Beam
p.1139

FE Modeling of EB-FRP Strengthened RC Beams
p.1147

Application of Flat-Panel Grid Structure with Improved Double-Tube Buckling Restrained Members
p.1151

Dominant Modals of Wind-Induced Vibration Response for Spherical Kiewitt Cable Dome
p.1156

Dynamic Monitoring of Concrete Structure Using Piezoelectric Sensor
p.1160

Evaluation of Minimum Stirrups Ratio in Reinforced Concrete Flexural Members
p.1164

Experimental Investigation on the Bearing Capacity of Cold-Formed Thin-Walled Steel-OSB Composite Floor
p.1169

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Application of Flat-Panel Grid Structure with Improved Double-Tube Buckling Restrained Members

Abstract:

Steel roof grid was detected and static analyzed. The grid was retrofitted because bearing capacity and rigidity of some steel pipes can’t meet requirement provided in codes. Method to reinforce the steel grid is adding pipes section area and replacing pipes with improved double-tube buckling restrained members. Analyze seismic behaviors of retrofitted grid using ANSYS software.