Steel and Composite Structures

  • 제20권2호
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  • Pages.337-355
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Performance based evaluation of RC coupled shear wall system with steel coupling beam

  • 투고 : 2015.01.18
  • 심사 : 2015.09.13
  • 발행 : 2016.02.10
⟨ 이전 논문 다음 논문 ⟩

초록

Steel coupling beam in reinforced concrete (RC) coupled shear wall system is a proper substitute for deep concrete coupling beam. Previous studies have shown that RC coupled walls with steel or concrete coupling beam designed with strength-based design approach, may not guarantee a ductile behavior of a coupled shear wall system. Therefore, seismic performance evaluation of RC coupled shear wall with steel or concrete coupling beam designed based on a strength-based design approach is essential. In this paper first, buildings with 7, 14 and 21 stories containing RC coupled shear wall system with concrete and steel coupling beams were designed with strength-based design approach, then performance level of these buildings were evaluated under two spectrum; Design Basis Earthquake (DBE) and Maximum Considered Earthquake (MCE). The performance level of LS and CP of all buildings were satisfied under DBE and MCE respectively. In spite of the steel coupling beam, concrete coupling beam in RC coupled shear wall acts like a fuse under strong ground motion.

키워드

참고문헌

  1. ACI Committee 318 (2005), Building Code Requirements for Structural Concrete, American Concrete Institute, Farmington Hills, MI, USA.
  2. AISC (2010), Specification for structural steel buildings, American Institute of Steel Construction, Chicago, IL, USA.
  3. Aktan, A.E. and Bertero, V.V. (1981), "The seismic resistant design of R/C coupled structural walls", Report No. UCB/EERC-81/07; Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
  4. Aktan, A.E. and Bertero, V.V. (1984), "Seismic response of R/C frame-wall structures", Struct. Div., 110(8), 1803-1821. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:8(1803)
  5. Aktan, A.E. and Bertero, V.V. (1987), "Evaluation of seismic response of RC building loaded to failure", Struct. Div., 113(5), 1092-1108. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:5(1092)
  6. Aristizabal-Ochoa, J.D. (1982), "Dynamic response of coupled wall systems", Struct. Div., 108, 1846-1857.
  7. Aristizabal-Ochoa, J.D. (1987), "Seismic behavior of slender coupled wall systems", Struct. Div., 113(10), 2221-2234. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:10(2221)
  8. ATC-40 (1996), Seismic evaluation and retrofit of concrete buildings, Applied Technology Council, 1(2), CA, USA.
  9. Cheng, M.Y., Fikri, R. and Chen, C.C. (2015), "Experimental study of reinforced concrete and hybrid coupled shear wall systems", Eng. Struct., 82, 214-225. https://doi.org/10.1016/j.engstruct.2014.10.039
  10. El-Tawil, S. and Kuenzli, C. (2002), "Pushover of hybrid coupled walls II: Analysis and behavior", Struct. Div., 128(10), 1282-1289. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:10(1282)
  11. El-Tawil, S., Kuenzli, C. and Hassan, M. (2002), "Pushover of hybrid coupled walls I: design and modeling", Struct. Eng., 128(10), 1272-1281. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:10(1272)
  12. El-Tawil, S., Harries, K., Fortney, P., Shahrooz, B. and Kurama, Y. (2010), "Seismic design of hybrid coupled wall systems: State of the art", Struct. Eng., 136(7), 755-769. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000186
  13. FEMA-273 (1997), NEHRP Guidelines for the seismic rehabilitation of buildings, Federal Emergency Management Agency, Building Seismic Safety Council, Washington, USA.
  14. FEMA-356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Building Seismic Safety Council, Washington, USA.
  15. Fortney, P.J., Shahrooz, B.M., Gian, A. and Rassati, G.A. (2007), "Seismic performance evaluation of coupled core walls with concrete and steel coupling beams", Steel Compos. Struct., Int. J., 7(4), 279-301. https://doi.org/10.12989/scs.2007.7.4.279
  16. Harries, K.A. (1999), "Ductility and deformability of coupling beams in reinforced concrete coupled walls", Proceedings of the 8th Canadian Conference on Earthquake Engineering, Vancouver, Canada, June, pp. 475-481.
  17. Harries, K.A. (2001), "Ductility and deformability of coupling beams in reinforced concrete shear walls", Earthq. Spectra, 17(3), 457-478. https://doi.org/10.1193/1.1586184
  18. Harries, K.A. and McNeice, D.S. (2006), "Performance-based design of high rise coupled wall systems", Struct. Des. Tall Spec. Build., 15(3), 289-306. https://doi.org/10.1002/tal.296
  19. Harries, K.A., Mitchell, D., Cook, W.D. and Redwood, R.G. (1992a), "Concrete walls coupled by ductile steel link beams", Proceedings of the Earthquake Engineering 10th Word Conference Balkema, Rotterdam, The Netherlands, pp. 3205-3210.
  20. Harries, K.A., Mitchell, D., Cook, W.D. and Redwood, R.G. (1992b), "Seismic response of steel beams coupling reinforced concrete walls", Struct. Div., 119(12), 3611-3629.
  21. Harries, K.A., Mitchell, D., Cook, W.D. and Redwood, R.G. (1993), "Seismic response of steel beams coupling concrete walls", Struct. Eng., 119(12), 3611-3629. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:12(3611)
  22. Harries, K.A., Gong, B. and Shahrooz, B.M. (2000), "Behavior and design of reinforced concrete, steel and steel-concrete coupling beams", Earthq. Spectra, 16(4), 775-799. https://doi.org/10.1193/1.1586139
  23. Hosseini, M., Sadeghi, H. and Habiby, S.A. (2011), "Comparing the nonlinear behaviors of steel and concrete link beams in coupled shear walls system by finite element analysis", Procedia Eng., 14, 2864-2871. https://doi.org/10.1016/j.proeng.2011.07.360
  24. Inel, M. and Ozmen, H.B. (2006), "Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings", Eng. Struct., 28(11), 1494-1502. https://doi.org/10.1016/j.engstruct.2006.01.017
  25. Khalifa, E.S. (2014), "Analytical model for steel fiber concrete composite short-coupling beam", Composites: Part B, 56, 318-329. https://doi.org/10.1016/j.compositesb.2013.08.050
  26. Krawinkler, H. and Seneviratna, G.D.P.K. (1998), "Pros and cons of a push-over analysis of seismic performance evaluation", Eng. Struct., 20(4-6), 452-464. https://doi.org/10.1016/S0141-0296(97)00092-8
  27. Kwan, A.K.H. and Zhao, Z.Z. (2002), "Cyclic behavior of deep reinforced concrete coupling beams", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 152, 283-293.
  28. Lequesne, R.D. (2011), "Behavior and design of high-performance fiber-reinforced concrete coupling beams and coupled-wall systems", Ph.D. Thesis; Department of Civil and Environmental Engineering, The University of Michigan-Ann Arbor, MI, USA.
  29. Lybas, J.M. and Sozen, M.A. (1977), "Effect of beam strength and stiffness on dynamic behavior of reinforced concrete walls", Structural research series No. 444, University of Illinois, Urbana-Champaign, IL, USA.
  30. Marcakis, K. and Mitchell, D. (1980), "Precast concrete connections with embedded steel members", Prestressed Concrete Institute, 25(4), 88-116.
  31. Mattock, A.H. and Gaafar, G.H. (1982), "Strength of embedded steel section as brackets", ACI, 79(2), 83-93.
  32. Nie, J.G., Hua, H.S. and Eatherton, M.R. (2014), "Concrete filled steel plate composite coupling beams: Experimental study", Construct. Steel Res., 94, 49-63. https://doi.org/10.1016/j.jcsr.2013.10.024
  33. Park, W.S. and Yun, H.D. (2005), "Seismic behavior of steel coupling beams linking reinforced concrete shear walls", Eng. Struct., 27(7), 1024-1039. https://doi.org/10.1016/j.engstruct.2005.02.013
  34. Paulay, T. and Binney, J.R. (1974), "Diagonally reinforced concrete beams for shear walls", ACI Special Publication SP 42-Shear in Reinforced Concrete, 579-598.
  35. Raju, K.R., Cinitha, A. and Iyer, N.R. (2012), "Seismic performance evaluation of existing RC buildings designed as per past codes of practice", Indian Academy of Sciences, 37(2), 281-297.
  36. Robert, P. and Paulay, T. (1975), Reinforced Concrete Structures, Wiley and Sons, New York, NY, USA.
  37. Saatcioglu, M., Derecho, A.T. and Corley, W.G. (1987), "Parametric study of earthquake-resistant coupled walls", Struct. Div., 113(1), 141-157. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:1(141)
  38. Shahrooz, B.M., Remmetter, M.A. and Qin, F. (1993), "Seismic design and performance of composite coupled walls", Struct. Div., 119(11), 3291-3309. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:11(3291)
  39. Shiu, N.K., Barney, G.B., Fiorato, A.E. and Corley, W.G. (1981), "Earthquake resistant walls-coupled wall test", Report to NSF submitted by Portland Cement Association, Research and Development, Skokie, IL, USA.
  40. Shiu, N.K., Takayangi, T. and Corley, W.G. (1984), "Seismic behavior of coupled wall systems", Struct. Div., 110(5), 1051-1066. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:5(1051)
  41. Standard No. 2800 (2007), Iranian Code of Practice for Seismic Resistant Design of Buildings, (3th Edition), Building and Housing Research Center, Tehran, Iran.
  42. Subedi, N.K., Marsono, A.K. and Aguda, G. (1999), "Analysis of reinforced concrete coupled shear wall structures", Struct. Des. Tall Spec. Build., 8(2), 117-143. https://doi.org/10.1002/(SICI)1099-1794(199906)8:2<117::AID-TAL124>3.0.CO;2-7
  43. Su, R.K.L., Lam, W.Y. and Pam, H.J. (2009), "Experimental study of plate reinforced composite deep coupling beams", Struct. Des. Tall Spec. Build., 18(3), 235-257. https://doi.org/10.1002/tal.407
  44. Yahya, C.K. and Qiang, S. (2008), "Seismic design and response evaluation of unbounded post-tensioned hybrid coupled wall structures", Earthq. Eng. Struct. Dyn., 37(14), 1677-1702. https://doi.org/10.1002/eqe.852

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