Nonlinear Finite Element Analysis of U Shaped Steel Plate Reinforced Concrete Coupling Beams

Kang Min Lee; Liu Yi Chen; Rui Li; Keun Yeong Oh; Young Soo Chun

doi:10.4028/www.scientific.net/AMR.831.141

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Comparison of Wind Pressure Coefficients with Wind Load Provisions
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The Prediction of Fatigue Damage Using Dynamic Characteristics for Steel Structures in 154kV Substation
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Seismic Analysis of Concrete Conical Foundation for 5 MWWind Turbine
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Nonlinear Finite Element Analysis of Diagonally Reinforced Coupling Beams with Head Bar Reinforcements
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Nonlinear Finite Element Analysis of U Shaped Steel Plate Reinforced Concrete Coupling Beams
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The Damage Assessment of Steel Structures Using FDD Method
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The Analytical Study for Seismic Performance of Coupled Steel Plate Shear Wall
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The Use of Recycled Aggregate in a Development of Reinforced Concrete Container as a Retaining Wall: Preliminary Study
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Sensitivity Parameter Analysis of Bearing Capacity and Ductility of Reinforced Concrete Columns with Z-Shaped Cross-Section
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 831Nonlinear Finite Element Analysis of U Shaped...

Nonlinear Finite Element Analysis of U Shaped Steel Plate Reinforced Concrete Coupling Beams

Abstract:

Coupling beams have been used in high-rise shear wall buildings widely, which take great advantages of high stiffness, small lateral deformation and easy to satisfy with bearing capacity. Coupling beams exhibit different performance with deep beams, which always have small depth-to-span ratio. According to current standards coupling beams shall be reinforced with two intersecting groups of diagonally placed bars symmetrical along the midspan. It's always hard to optimize construction projects. This paper used the finite element software (Abaqus) to analysis and simulate the nonlinear behavior of steel composite reinforcement and compared the results to the current standards.

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Periodical:

Advanced Materials Research (Volume 831)

Pages:

141-144

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.831.141

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Online since:

December 2013

Authors:

Kang Min Lee*, Liu Yi Chen, Rui Li, Keun Yeong Oh, Young Soo Chun

Keywords:

Composite Steel Construction, Coupling Beam, Finite Element Method (FEM)

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References

[1] ACI Committee 318, 2002, Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02), American Concrete Institute, Farmington Hills, Mich., 443 pp.

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

Google Scholar

[2] Galano, L., and Vignoli, A., 2000, Seismic Behavior of Short Coupling Beams with Different Reinforcement Layouts, ACI Structural Journal, V. 97, No. 6, Nov. -Dec., pp.876-885.

DOI: 10.14359/9633

Google Scholar

[3] Paulay, T., and Binney, J. R., 1974, Diagonally Reinforced Coupling Beams of Shear Walls, Shear in Reinforced Concrete, SP-42, V. 2, American Concrete Institute, Farmington Hills, Mich., pp.579-598.

Google Scholar

[4] Paulay, T., and Santhakumar, A. R., 1976, Ductile Behavior of Coupled Shear Walls, Journal of the Structural Division, ASCE, V. 102, pp.93-108.

DOI: 10.1061/jsdeag.0004279

Google Scholar

[5] Tassios, T. P.; Moretti, M.; and Bezas A., 1996, On the Behavior and Ductility of Reinforced Concrete Coupling Beams of Shear Walls, ACI Structural Journal, V. 93, No. 6, Nov. -Dec., pp.711-720.

DOI: 10.14359/518

Google Scholar

[6] Shiu, N. K.; Barney, G. B.; Fiorato, A. E.; and Corley W. G., 1978, Revering Load Tests of Reinforced Concrete Coupling Beams, Proceedings of the Central American Conference on Earthquake Engineering, El Salvador, pp.239-249.

Google Scholar