The Influence on Horizontal Ties of Steel Coupling Beams

Sun Woong Kim; Wan Shin Park; Nam Young Eom; Hyun Do Yun

doi:10.4028/www.scientific.net/AMM.204-208.1229

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208The Influence on Horizontal Ties of Steel Coupling...

The Influence on Horizontal Ties of Steel Coupling Beams

Abstract:

Hybrid coupled shear wall system with steel coupling beams has known as the effective lateral load resisting system for tall buildings subjected to earthquake. This paper addresses the influence on horizontal ties of steel coupling beams in pseudo strain hardening cementitious composite (PSH2C) hybrid coupled shear wall. Test variables included the connection detail and types of material, concrete and PSH2C, in the connection region. The results show that Specimen PSH2C-SB and PSH2C-SBVRT exhibits a better stable behavior than Specimens HCWS-SB and HCWS-SBVRT.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

1229-1232

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.1229

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Online since:

October 2012

Authors:

Sun Woong Kim, Wan Shin Park, Nam Young Eom, Hyun Do Yun

Keywords:

Pseudo Strain-Hardening Cementitious Composites (PSH2C), Steel Coupling Beam

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References

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