Panel Shear Strength of Steel Coupling Beam-Pseudo Strain Hardening Cementitious Composite Wall Connection

Wan Shin Park; Jeong Eun Kim; Sun Woong Kim; Song Hee Yun; Nam Young Eom; Hyun Do Yun

doi:10.4028/www.scientific.net/AMM.328.965

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 328Panel Shear Strength of Steel Coupling Beam-Pseudo...

Panel Shear Strength of Steel Coupling Beam-Pseudo Strain Hardening Cementitious Composite Wall Connection

Abstract:

Hybrid coupled wall systems, where steel coupling beams couple two or more pseudo strain hardening cementitious composite (PSH2C) shear wall can be used in medium and high-rise construction subjected to earthquake. This paper addresses the panel shear strength of steel coupling beams - PSH2C shear wall connection. Test variables included the connection detail in hybrid coupled shear wall system. The results show that Specimens PSH2C-PSFF and PSH2C-PSFFT exhibits greater panel shears strength than Specimen PSH2C-PSF.

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Periodical:

Applied Mechanics and Materials (Volume 328)

Pages:

965-969

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.328.965

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Online since:

June 2013

Authors:

Wan Shin Park, Jeong Eun Kim, Sun Woong Kim, Song Hee Yun, Nam Young Eom, Hyun Do Yun

Keywords:

Face Bearing Plate, Horizontal Ties, Panel Shear Strength, Steel Coupling Beam

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References

[1] T. Paulay and A.R. Santhakumar: ASCEJournal of the Structural Division, Vol. 102(ST1), pp.93-108.

Google Scholar

[2] B.M. Shahrooz et al., Journal of Structural Engineering, ASCE, Vol. 30(2), pp.253-261.

Google Scholar

[3] W.S. Park and H.D. Yun: Composite: Part B, Vol. 42(3) (2011), p.429–443.

Google Scholar

[4] W.S. Park and H.D. Yun: Composite: Part B, Vol. 42(6) (2011), p.1427–1445

Google Scholar

[5] B.A. Canbolat et al.: ACI Structural Journal, Vol. 102(S17) (2005), pp.159-66.

Google Scholar

[6] W.S. Park and H.D. Yun: Journal of Constructional Steel Research, Vol. 62(10) (2006), p.1026–1038.

Google Scholar

[7] ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete: Journal of Structural Engineering, ASCE, Vol. 120(8) (1994), pp.2330-2351.

DOI: 10.1061/(asce)0733-9445(1994)120:8(2330)

Google Scholar