Steel and Composite Structures

  • 제14권6호
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  • Pages.523-545
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  • 2013
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR Code

Seismic behavior of soft storey mid-rise steel frames with randomly distributed masonry infill

  • Quayyum, Shahriar (School of Engineering-Okanagan, The University of British Columbia) ;
  • Alam, M. Shahria (School of Engineering-Okanagan, The University of British Columbia) ;
  • Rteil, Ahmad (School of Engineering-Okanagan, The University of British Columbia)
  • 투고 : 2012.02.17
  • 심사 : 2013.04.18
  • 발행 : 2013.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, the effect of presence and distribution of masonry infill walls on the mid-rise steel frame structures having soft ground storey was evaluated by implementing finite element (FE) methods. Masonry infill walls were distributed randomly in the upper storey keeping the ground storey open without any infill walls, thus generating the worst case scenario for seismic events. It was observed from the analysis that there was an increase in the seismic design forces, moments and base shear in presence of randomly distributed masonry infill walls which underlines that these design values need to be amplified when designing a mid-rise soft ground storey steel frame with randomly distributed masonry infill. In addition, it was found that the overstrength related force modification factor increased and the ductility related force modification factor decreased with the increase in the amount of masonry infilled bays and panels. These must be accounted for in the design of mid-rise steel frames. Based on the FE analysis results on two mid-rise steel frames, design equations were proposed for determining the over strength and the ductility related force modification factors. However, it was recommended that these equations to be generalized for other steel frame structure systems based on an extensive analysis.

키워드

참고문헌

  1. Akkar, S. and Metin, A. (2007), "Assessment of improved nonlinear static procedures in FEMA-440", J. Struct. Eng., 133(9), 1237-1246. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1237)
  2. Alam, M.S., Nehdi, M. and Amanat, K.M. (2009), "Modeling and analysis of retrofitted un-retrofitted masonry-infilled RC Frames under In-Plane Lateral Loading", Struct. Infrastruct. E., 5(2), 71-90. https://doi.org/10.1080/15732470600856262
  3. Aliaari, M. and Memari, A.M. (2005), "Analysis of masonry infilled steel frames with seismic isolator subframes", Eng. Struct., 27(4), 487-500. https://doi.org/10.1016/j.engstruct.2004.11.008
  4. Aliaari, M. (2005), "The development of Seismic Infill Wall Isolator Subframe (SIWIS) system for use in buildings", Ph. D. Thesis, The Pennsylvania State University, University Park, PA.
  5. Amanat, K.M. and Hoque, E. (2006), "A rationale for determining the natural period of RC building frames having infill", Eng. Struct., 28(4), 495-502. https://doi.org/10.1016/j.engstruct.2005.09.004
  6. American Society of Civil Engineers (ASCE) (2000), "Prestandard and commentary on the seismic rehabilitation of buildings", Rep. No. FEMA 356, Washington, D.C.
  7. Bariola, J. (1992), "Drift response of medium-rise reinforced concrete buildings during earthquakes", ACI Struct. J., 89(4), 384-390.
  8. CISC 2006. Handbook of steel construction, Ninth edition, Canadian Institute of Steel Construction (CISC), Toronto, ON.
  9. Crisafulli, F.J. (1997), "Seismic behavior of reinforced concrete structures with masonry infills", Ph.D. Thesis, University of Canterbury, New Zealand.
  10. Dawe, J.L. and Seah, C.K. (1989), "Behavior of masonry infilled steel frames", Can. J. Civil Eng., 16(6), 865-876. https://doi.org/10.1139/l89-129
  11. Dawe, J.L., Schriver, A.B. and Sofocleous, C. (1989), "Masonry infilled steel frames subjected to dynamic load", Can. J. Civil Eng., 16(6), 877-885. https://doi.org/10.1139/l89-130
  12. Dawe, J.L., Liu, Y. and Seah, C.K. (2001), "A parametric study of masonry infilled steel frames", Can. J. Civil Eng., 28(1), 149-157. https://doi.org/10.1139/l00-084
  13. Flanagan, R.D. and Bennett, R.M. (1999), "In-plane behavior of structural clay tile infilled frames", J. Struct. Eng., 125(6), 590-599. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:6(590)
  14. 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
  15. Humar, J.M., Lau, D. and Pierre, J.R. (2001), "Performance of buildings during the 2001 Bhuj Earthquake", Can. J. Civil Eng., 28(6), 979-991. https://doi.org/10.1139/l01-070
  16. Kaltakci, M.Y., Korkmaz, H.H. and Koken, A. (2007), "An investigation of the behavior of steel frames with masonry infills under lateral loading", J. Eng. Appl. Sci., 2(5), 930-943.
  17. Karakostas, C., Lekidis, V., Makarios, T., Salonikios, T., Sous, I. and Demosthenous, M. (2005), "Seismic response of structures and infrastructure facilities during the Lefakada, Greece Earthquake of 14/8/2003", Eng. Struct., 27(2), 213-227. https://doi.org/10.1016/j.engstruct.2004.09.009
  18. Liauw, T.C. and Kwan, K.H. (1985), "Unified plastic analysis for infilled frames", J. Struct. Eng., 111(7), 1427-1448. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:7(1427)
  19. Loulelis, D., Hatzigeorgiou, G.D. and Beskos, D.E. (2012), "Moment resisting steel frames under repeated Earthquakes", Earthq. Struct., Int. J., 3(3), 231-248. https://doi.org/10.12989/eas.2012.3.3_4.231
  20. Mehrabi, A.B. and Shing, P.B. (1997), "Finite element modeling of masonry infilled RC frame", J. Struct. Eng., 123(5), 604-613. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(604)
  21. Memari, A.M., Aghakouchak, A.A., Ghafory Ashtiany, M. and Tiv, M. (1999), "Full scale dynamic testing of a steel frame building during construction", Eng. Struct., 21(12), 1115-1127. https://doi.org/10.1016/S0141-0296(98)00068-6
  22. Moghaddam, H.A., Mohammadi, M.G.H. and Ghaemian, M. (2006), "Experimental and analytical investigation into crack strength determination of infilled steel frames", J. Constr. Steel Res., 62(12), 1341-1352. https://doi.org/10.1016/j.jcsr.2006.01.002
  23. Mohebkhah, A., Tasnimi, A.A. and Moghadam, H. A. (2008), "Nonlinear analysis of masonry-infilled steel frames with openings using discrete element method", J. Constr. Steel Res., 64(12), 1463-1472. https://doi.org/10.1016/j.jcsr.2008.01.016
  24. Mosalam, K.M., White, R.N. and Gergely, P. (1997), "Static response of infilled frames using quasi-static experimentation", J. Struct. Eng., 123(11), 1462-1469. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1462)
  25. NBCC (2005), National Building Code of Canada, Canadian Commission on Building and Fire Codes, National Research Council of Canada, Ottawa.
  26. Papia, M. (1988), "Analysis of infilled frames using coupled finite element and boundary element solution scheme", Int. J. Numer. Meth. Eng., 26(3), 731-742. https://doi.org/10.1002/nme.1620260315
  27. Ruiz, S.E. and Diederich, R. (1989), "The Mexico Earthquake of September 19, 1985 - The seismic performance of buildings with weak first storey", Earthquake Spectra, 5(1), 89-102. https://doi.org/10.1193/1.1585512
  28. SeismoStruct (2010), SeismoStrcut help file. Available from www.seismsoft.com
  29. Stafford-Smith, B. (1962), "Lateral Stiffness of Infilled Frames", J. Struct. Div., 88(ST6), 183-199.
  30. Stafford-Smith, B. (1966), "Behavior of Square Infilled Frames", J. Struct. Div., 92(ST1), 381-403.

피인용 문헌

  1. Mathematical micromodeling of infilled frames: State of the art vol.56, 2013, https://doi.org/10.1016/j.engstruct.2013.08.010
  2. Experimental and numerical investigation of the parameters affecting the behavior of steel frames with masonry infill walls anchored with the ADAS yielding damper pp.2116-7214, 2021, https://doi.org/10.1080/19648189.2018.1543057
  3. Effect of masonry infilled panels on the seismic performance of a R/C frames vol.16, pp.3, 2013, https://doi.org/10.12989/eas.2019.16.3.329
  4. Seismic collapse risk of RC frames with irregular distributed masonry infills vol.76, pp.3, 2020, https://doi.org/10.12989/sem.2020.76.3.421