Seismic Performance of Precast Concrete Beam-Column Connections Using Ductile Rod

2014 ◽  
Vol 26 (6) ◽  
pp. 695-705
Author(s):  
Sang-Jin Lee ◽  
Sung-Gul Hong ◽  
Woo-Young Lim
Keyword(s):  
Seismic Performance ◽  
Concrete Beam ◽  
Precast Concrete

Comparing the Seismic Performance of Beam-Column Joints with and without SFRC when Subjected to Cyclic Loading

2012 ◽  
Vol 626 ◽  
pp. 85-89 ◽  
Author(s):  
Kay Dora Abdul Ghani ◽  
Nor Hayati Hamid
Keyword(s):  
Energy Dissipation ◽  
Cyclic Loading ◽  
Seismic Performance ◽  
Experimental Work ◽  
Concrete Beam ◽  
Steel Fiber ◽  
Precast Concrete ◽  
Experimental Results ◽  
Column Joint ◽  
Initial Cracks

The experimental work on two full-scale precast concrete beam-column corner joints with corbels was carried out and their seismic performance was examined. The first specimen was constructed without steel fiber, while second specimen was constructed by mixed up steel fiber with concrete and placed it at the corbels area. The specimen were tested under reversible lateral cyclic loading up to ±1.5% drift. The experimental results showed that for the first specimen, the cracks start to occur at +0.5% drifts with spalling of concrete and major cracks were observed at corbel while for the second specimen, the initial cracks were observed at +0.75% with no damage at corbel. In this study, it can be concluded that precast beam-column joint without steel fiber has better ductility and stiffness than precast beam-column joint with steel fiber. However, precast beam-column joint with steel fiber has better energy dissipation and fewer cracks at corbel as compared to precast beam-column joint without steel fiber.

scholarly journals SEISMIC PERFORMANCE OF PRECAST CONCRETE BEAM-COLUMN JOINTS

1994 ◽  
Vol 59 (455) ◽  
pp. 113-126 ◽  
Author(s):  
Juan Jose CASTRO ◽  
Teruaki YAMAGUCHI ◽  
Hiroshi IMAI
Keyword(s):  
Seismic Performance ◽  
Concrete Beam ◽  
Precast Concrete
Sign in / Sign up

Export Citation Format

Share Document