Earthquakes and Structures

  • 제7권5호
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  • Pages.627-645
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  • 2014
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Constitutive models of concrete structures subjected to seismic shear

  • Laskar, Arghadeep (Department of Civil Engineering, Indian Institute of Technology Bombay) ;
  • Lu, Liang (Institute of Structural Engineering and Disaster Reduction, Tongji University) ;
  • Qin, Feng (School of Civil Engineering, Harbin Institute of Technology) ;
  • Mo, Y.L. (Department of Civil and Environmental Engineering, University of Houston) ;
  • Hsu, Thomas T.C. (Department of Civil and Environmental Engineering, University of Houston) ;
  • Lu, Xilin (Institute of Structural Engineering and Disaster Reduction, Tongji University) ;
  • Fan, Feng (School of Civil Engineering, Harbin Institute of Technology)
  • 투고 : 2014.12.17
  • 심사 : 2014.02.26
  • 발행 : 2014.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

Using OpenSees as a framework, constitutive models of reinforced, prestressed and prestressed steel fiber concrete found by the panel tests have been implemented into a finite element program called Simulation of Concrete Structures (SCS) to predict the seismic behavior of shear-critical reinforced and prestressed concrete structures. The developed finite element program was validated by tests on prestressed steel fiber concrete beams under monotonic loading, post tensioned precast concrete column under reversed cyclic loading, framed shear walls under reversed cyclic loading or shaking table excitations, and a seven-story wall building under shake table excitations. The comparison of analytical results with test outcomes indicates good agreement.

키워드

과제정보

연구 과제 주관 기관 : Kwan Hua Scholarship Foundation, Research Institute of Structural Engineering and Disaster Reduction

참고문헌

  1. Belarbi, A. and Hsu, T.T. (1994), "Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete", ACI Struct. J., 91(4), 465-474.
  2. Belarbi, A. and Hsu, T.T. (1995), "Constitutive laws of softened concrete in biaxial tension compression." ACI Struct. J., 92(5), 562-573.
  3. Gao, X.D. (1999), "Framed shear walls under cyclic loading", Ph.D. Dissertation, University of Houston, Houston.
  4. Hoffman, N.S. (2010), "Constitutive relationships of prestressed steel fiber concrete membrane elements", Ph. D. Dissertation, University of Houston, Houston.
  5. Hsu, T.T. and Mansour, M.Y. (2005), "Stiffness, ductility, and energy dissipation of rc elements under cyclic shear", Earthq. spectra, 21(4), 1093-1112. https://doi.org/10.1193/1.2044828
  6. Hsu, T.T. and Mo, Y.L. (2010), Unified Theory of Concrete Structures, Wiley, Chichester, West Sussex, U.K.
  7. Hsu, T.T. and Zhang, L.X. (1996), "Tension stiffening in reinforced concrete membrane elements", ACI Struct. J., 93(1), 108-115.
  8. Hsu, T.T. and Zhu, R.R. (2002), "Softened membrane model for reinforced concrete elements in shear", ACI Struct. J., 99(4), 460-469.
  9. Hsu, T.T.C. (1993), Unified theory of reinforced concrete, CRC Press, Boca Raton, FL.
  10. Lu, X., Urukap, T.H., Li, S. and Lin, F. (2012), "Seismic behavior of interior RC beam-column joints with additional bars under cyclic loading", Earthq. Struct., 3(1), 37-57. https://doi.org/10.12989/eas.2012.3.1.037
  11. Mansour, M. and Hsu, T.T. (2005a), "Behavior of reinforced concrete elements under cyclic shear. I: experiments", J. Struct. Eng., 131(1), 44-53. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(44)
  12. Mansour, M. and Hsu, T.T. (2005b), "Behavior of reinforced concrete elements under cyclic shear. II: Theoretical model", J. Struct. Eng., 131(1), 54-65. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(54)
  13. Mansour, M., Lee, J.Y. and Hsu, T.T. (2001), "Cyclic stress-strain curves of concrete and steel bars in membrane elements", J. Struct. Eng., 127(12), 1402-1411. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:12(1402)
  14. Mansour, M.Y. (2001), "Behavior of reinforced concrete membrane elements under cyclic shear: experiments to theory", Ph. D. Dissertation, University of Houston, Houston.
  15. Mo, Y.L., Zhong, J. and Hsu, T.T. (2008), "Seismic simulation of RC wall-type structures", Eng. Struct., 30(11), 3167-3175. https://doi.org/10.1016/j.engstruct.2008.04.033
  16. Moretti, M.L. and Tassios, T.P. (2013), "Design in shear of reinforced concrete short columns", Earthq. Struct., 4(3), 265-283. https://doi.org/10.12989/eas.2013.4.3.265
  17. OpenSees (2013), "Open system for earthquake engineering simulation", http://opensees.berkeley.edu/.
  18. Ou, Y.C. (2007), "Precast segmental post-tensioned concrete bridge columns for seismic regions", Ph.D. Dissertation, State University of New York, Buffalo.
  19. Pang, X.B. and Hsu, T.T. (1995), "Behavior of reinforced concrete membrane elements in shear", ACI Struct. J., 92(6), 665-679.
  20. Pang, X.B. and Hsu, T.T. (1996), "Fixed angle softened truss model for reinforced concrete", ACI Struct. J., 93(2), 197-207.
  21. Tadepalli, P.R. (2011), "Shear behavior of prestressed steel fiber concrete girders", Ph.D. Dissertation, University of Houston.
  22. Vecchio, F.J. and Collins, M.P. (1981), Stress-Strain Characteristics of Reinforced Concrete in Pure Shear, IABSE Colloquium, Advanced Mechanics of Reinforced Concrete, Delft, Final Report, Zurich, Switzerland.
  23. Vecchio, F.J. and Collins, M.P. (1986), "The modified compression-field theory for reinforced concrete elements subjected to shear", ACI J., 83(2), 219-231.
  24. Wang, J. (2006), "Constitutive relationships of prestressed concrete membrane elements", Ph.D. Dissertation, University of Houston, Houston.
  25. Xing, G., Wu, T., Niu, D. and Liu, X. (2013), "Seismic behavior of reinforced concrete interior beam-column joints with beams of different depths", Earthq. Struct., 4(4), 429-449. https://doi.org/10.12989/eas.2013.4.4.429
  26. Yokoo, Y. and Nakamura, T. (1977), "Nonstationary Hysteretic Uniaxial Stress-Strain Relations of a Steel Bar", Transact. Architect. Inst. Japan, (260), 71-80.
  27. Zhong, J. (2005), "Model-based simulation of reinforced concrete plane stress structures", Ph.D. Dissertation, University of Houston, Houston.
  28. Zhu, R.R. and Hsu, T.T. (2002), "Poisson effect in reinforced concrete membrane elements", ACI Struct. J., 99(5), 631-640.
  29. Zhu, R.R., Hsu, T.T. and Lee, J.Y. (2001), "Rational shear modulus for smeared-crack analysis of reinforced concrete", ACI Struct. J., 98(4), 443-450.

피인용 문헌

  1. Simulation of Prestressed Steel Fiber Concrete Beams Subjected to Shear vol.10, pp.3, 2016, https://doi.org/10.1007/s40069-016-0153-8