Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars

Wan Shin Park; Young Soo Chun; Hyun Do Yun; Soo Yeon Seo; Jin Kyu Song; Hyun Ho Lee

doi:10.4028/www.scientific.net/AMM.351-352.734

Paper Titles

An Experimental Study on the Flexural Behavior of Post-Tensioned Concrete Beams with CFRP Tendons
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Encased-Steel-Reinforced Concrete Composite Beam and its Ultimate Strength Analysis
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FEM Analysis and Experimental Research of Corner Joints in Gabled Frames
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Experimental Study on Lateral Stiffness and Dynamic Properties of Steel Drive-in Storage Racks
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Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
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Experimental Analysis on Composite Wall Plate Cracking of Steel Structure in Yunnan Area
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FE Analysis on the Structural Behavior of Reinforced Concrete Beam Damaged by Fire
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Behavior and Design of Web-Slotted Cold-Formed Channels Experiencing Local-Distortional-Global Interactive Buckling
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Axial Capacity of Steel Angles with Local Deformation
p.753

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Hysteretic Behavior of Reinforced Concrete...

Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars

Abstract:

This paper addresses the seismic behavior of coupling beams with headed reinforcing bars in coupled shear wall system. Test variable included the replacement ratios of headed reinforcing bars. The results show that Specimen HB 50 exhibits a better stable behavior in comparison with Specimens Specimen CON and Specimen HB 30. Test results showed that the amount of diagonal reinforcing bars in the coupling beam may be reduced when headed reinforcing bars are utilized.