Stiffness and Energy Dissipation of Steel Coupling Beam Embedded in the PSH2C and Normal Concrete Shear Wall

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

doi:10.4028/www.scientific.net/AMM.351-352.556

Paper Titles

Seismic Design of the High-Rise Building Structure and Sustainable Development
p.536

Experimental Investigation on Flexural Bearing Capacity of Concrete Beams Reinforced with CFRP-PCPs Composite Rebars
p.541

Research on the Seismic Performance of Zipper Frames
p.545

Optimization System Design for Steel Structure Based on Advanced Complex Method
p.550

Stiffness and Energy Dissipation of Steel Coupling Beam Embedded in the PSH2C and Normal Concrete Shear Wall
p.556

The Experimental Study on Mechanical Performance of Multi-Span Column-Supported Assembly Box Concrete Hollow Floor
p.560

The Calculation of the Two-Layer Beam Model on an Elastic Basis with Variable Modulus of Subgrade Reaction
p.566

Comparison of Multiple Freeze-Thaw Cycles of High-Performance Concrete Test Beams and Concrete Beams Loaded Test
p.570

Study for Dynamic Stability Behavior of I-Section Cantilever Beam under Axis Compressive Load
p.574

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Stiffness and Energy Dissipation of Steel Coupling...

Stiffness and Energy Dissipation of Steel Coupling Beam Embedded in the PSH2C and Normal Concrete Shear Wall

Abstract:

Hybrid coupled shear wall with steel coupling beams has often been used as load-resisting system of high-rise buildings under lateral loads. However, joint between steel beam and shear wall is under combined and high stress. Reinforcement details of the joint are very heavy. This study addresses the effect of shear wall cement composites type in hybrid wall system on the seismic performance of steel coupling beams embedded in shear wall. The main test variables were the failure mode of steel coupling beam and types of cement composites, such as PSH2C and concrete, for shear wall.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

556-559

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.556

Citation:

Cite this paper

Online since:

August 2013

Authors:

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

Keywords:

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

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] American Concrete Institute (ACI) Committee 318. Building Code Requirements for Structural Concrete and Commentary (ACI 318-11/ACI 318R-11). ACI, Farmington Hills, MI, (2011) 465 pp.

DOI: 10.1061/(asce)1076-0431(1996)2:3(120.3)

Google Scholar

[2] AISC. Seismic Provisions for structural steel buildings. AISC. (2002).

Google Scholar

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

Google Scholar

[4] W. S Park, S.W. Kim, N. Y Eom and H.D. Yun: Advanced Science Letters Vol. 204-208 (2012), pp.1229-1232.

Google Scholar

[5] S.W. Kim, W. S Park, N. Y Eom and H.D. Yun: Applied Mechanics and Vol. 253-255 (2013), pp.587-590.

Google Scholar