Structural Engineering and Mechanics

  • 제28권1호
  • /
  • Pages.69-88
  • /
  • 2008
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

The effects of construction practices on the seismic performance of RC frames with masonry infills

  • Lagaros, Nikos D. (Institute of Structural Analysis & Seismic Research, National Technical University of Athens, Department of Civil Engineering, University of Thessaly) ;
  • Geraki, Martha A. (Department of Civil Engineering, University of Thessaly)
  • 투고 : 2006.12.08
  • 심사 : 2007.07.30
  • 발행 : 2008.01.10
⟨ 이전 논문 다음 논문 ⟩

초록

A number of construction practices, implemented during the design process of a reinforced concrete (RC) structural system, may have significant consequences on the behaviour of the structural system in the case of earthquake loading. Although a number of provisions are imposed by the contemporary Greek national design codes for the seismic design of RC structures, in order to reduce the consequences, the influence of the construction practices on the seismic behaviour of the structural system remains significant. The objective of this work is to perform a comparative study in order to examine the influence of three, often encountered, construction practices namely weak ground storey, short and floating columns and two combinations on the seismic performance of the structural system with respect to the structural capacity and the maximum interstorey drifts in three earthquake hazard levels.

키워드

참고문헌

  1. Applied Technology Council (1997), "NEHRP Guidelines for seismic rehabilitation of buildings", Report No. FEMA-273, Federal Emergency Management Agency, Washington, DC
  2. Chintanapakdee, C. and Chopra, A.K. (2003), "Evaluation of modal pushover analysis using generic frames", Earthq. Eng. Struct. D., 32(3), 417-442 https://doi.org/10.1002/eqe.232
  3. Dol ek, M. and Fajfar, P. (2001), "Soft storey effects in uniformly infilled reinforced concrete frames", J. Earthq. Eng., 5(1), 1-12
  4. Dol ek, M. and Fajfar, P. (2005), "Simplified non-linear seismic analysis of infilled reinforced concrete frames", Earthq. Eng. Struct. D., 34, 49-66 https://doi.org/10.1002/eqe.411
  5. EAK 2000 (2000), National Seismic Code of Hellas
  6. EKOS 2000 (2000), National Code for Concrete Building Structures of Hellas
  7. FEMA 350 (2000), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. Federal Emergency Management Agency, Washington DC
  8. Freeman, S.A. (1998), "Capacity spectrum method as a tool for seismic design, CF 12", Proc. of the Eleventh European Conf. on Earthquake Engineering, A. A. Balkema, Rotterdam
  9. Ghobarah, A. (2004), On Drift Limits Associated with Different Damage Levels, Int. Workshop on Performance- Based Seismic Design, June 28-July 1
  10. Ghobarah, A., Saatcioglu, M. and Nistor, I. (2006), "The impact of the 26 December 2004 earthquake and tsunami on structures and infrastructure", Eng. Struct., 28(2), 312-326 https://doi.org/10.1016/j.engstruct.2005.09.028
  11. Guevara, L.T. and Garcia, L.E. (2005), "The captive- and short-column effects", Earthq. Spectra, 21(1), 141-160 https://doi.org/10.1193/1.1856533
  12. Jain, A.K. (2001), "Failure of multistorey buildings in Ahmedabad: Lessons to relearn", Indian Concrete J., 75(12), 765-769
  13. Lagaros, N.D., Fotis, A.D. and Krikos, S.A. (2006), "Assessment of seismic design procedures based on the total cost", Earthq. Eng. Struct. D., 58(9), 1347-1380
  14. Lee, H.-S. and Woo, S.-W. (2002), "Effect of masonry infills on seismic performance of a 3-storey R/C frame with non-seismic detailing", Earthq. Eng. Struct. D., 31(2), 353-378 https://doi.org/10.1002/eqe.112
  15. Li, Z.-X. (2005), "Theory and technology of split reinforced concrete columns", Eng. Mech., 22, 127-141
  16. Madan, A., Reinhorn, A.M., Mander, J.B. and Valles, R.E. (1997), "Modeling of masonry infill panels for structural analysis", J. Struct. Eng., 123(10), 1295-1302 https://doi.org/10.1061/(ASCE)0733-9445(1997)123:10(1295)
  17. Marano, G.C., Trentadue, F. and Greco, R. (2007), "Stochastic optimum design criterion of added viscous dampers for buildings seismic protection", Struct. Eng. Mech., 25(1), 21-37 https://doi.org/10.12989/sem.2007.25.1.021
  18. McKenna, F. and Fenves, G.L. (2001), The OpenSees Command Language Manual-Version 1.2, Pacific Earthquake Engineering Research Centre, University of California, Berkeley
  19. Mitchell, D., DeVall, R.H., Kobayashi, K., Tinawi, R. and Tso, W.K. (1996), "Damage to concrete structures due to the January 17, 1995, Hyogo-ken Nanbu (Kobe) earthquake", Can. J. Civil Eng., 23(3), 757-770 https://doi.org/10.1139/l96-886
  20. Negro, P. and Colombo, A. (1997), "Irregularities induced by nonstructural masonry panels in framed buildings", Eng. Struct., 19(7), 576-585 https://doi.org/10.1016/S0141-0296(96)00115-0
  21. Negro, P. and Verzeletti, G. (1996), "Effect of infills on the global behaviour of R/C frames: Energy considerations from pseudodynamic tests", Earthq. Eng. Struct. D., 25(8), 753-773 https://doi.org/10.1002/(SICI)1096-9845(199608)25:8<753::AID-EQE578>3.0.CO;2-Q
  22. Papazachos, B.C., Papaioannou, Ch.A. and Theodulidis, N.P. (1993), "Regionalization of seismic hazard in Greece based on seismic sources", Natural Hazards, 8(1), 1-18 https://doi.org/10.1007/BF00596232
  23. Paulay, T. (1986), "The design of ductile reinforced concrete structural walls for earthquake resistance", Earthq. Spectra, 2(4), 783-823
  24. Perera, R., Gomez, S. and Alarcon, E. (2004), "Experimental and analytical study of masonry infill reinforcedconcrete frames retrofitted with steel braces", J. Struct. Eng., 130(12), 2032-2039 https://doi.org/10.1061/(ASCE)0733-9445(2004)130:12(2032)
  25. Priestley, M.J.N. and Calvi, E.M. (1991), "Towards a capacity-design assessment procedure of reinforced concrete frames", Earthq. Spectra, 7(3), 413-437 https://doi.org/10.1193/1.1585635
  26. Somerville, P. and Collins, N. (2002), Ground motion time histories for the Humboldt bay bridge, Pasadena, CA, URS Corporation, www.peertestbeds.net/humboldt.htm
  27. Tegos, I. and Penelis, G.G. (1988), "Seismic resistance of short columns and coupling beams reinforced wit inclined bars", ACI Struct. J., 85(1), 272-283
  28. Watanabe, F. (1997), "Behavior of reinforced concrete buildings during the Hyougoken-Nanbu earthquake", Cement Concrete Comp., 19(3), 203-211 https://doi.org/10.1016/S0958-9465(97)00013-9

피인용 문헌

  1. Failure analysis of reinforced concrete frames with short column effect vol.6, pp.5, 2009, https://doi.org/10.12989/cac.2009.6.5.403
  2. Experimental work on seismic behavior of various types of masonry infilled RC frames vol.44, pp.6, 2008, https://doi.org/10.12989/sem.2012.44.6.763
  3. Sociotechnical Evaluation of the Soft Story Problem in Reinforced Concrete Frame Buildings in Nepal vol.35, pp.4, 2021, https://doi.org/10.1061/(asce)cf.1943-5509.0001582