Earthquakes and Structures

  • 제16권3호
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  • Pages.265-277
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  • 2019
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
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DOI QR Code

Computational evaluation of experimental methodologies of out-of-plane behavior of framed-walls with openings

  • Anic, Filip (Faculty of Civil Engineering and Architecture Osijek, Josip Juraj Strossmayer University of Osijek) ;
  • Penava, Davorin (Faculty of Civil Engineering and Architecture Osijek, Josip Juraj Strossmayer University of Osijek) ;
  • Abrahamczyk, Lars (Earthquake Damage Analysis Centre (EDAC), Bauhaus-Universitat Weimar) ;
  • Sarhosis, Vasilis (School of Engineering, Newcastle University)
  • 투고 : 2018.11.23
  • 심사 : 2019.01.15
  • 발행 : 2019.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Framed masonry wall structures represent a typical high-rise structural system that are also seismically vulnerable. During ground motions, they are excited in both in-plane and out-of-plane terms. The interaction between the frame and the infill during ground motion is a highly investigated phenomenon in the field of seismic engineering. This paper presents a numerical investigation of two distinct static out-of-plane loading methods for framed masonry wall models. The first and most common method is uniformly loaded infill. The load is generally induced by the airbag. The other method is similar to in-plane push-over method, involves loading of the frame directly, not the infill. Consequently, different openings with the same areas and various placements were examined. The numerical model is based on calibrated in-plane bare frame models and on calibrated wall models subjected to OoP bending. Both methods produced widely divergent results in terms of load bearing capabilities, failure modes, damage states etc. Summarily, uniform load on the panel causes more damage to the infill than to the frame; openings do influence structures behavior; three hinged arching action is developed; and greater resistance and deformations are obtained in comparison to the frame loading method. Loading the frame causes the infill to bear significantly greater damage than the infill; infill and openings only influence the behavior after reaching the peak load; infill does not influence initial stiffness; models with opening fail at same inter-storey drift ratio as the bare frame model.

키워드

과제정보

연구 과제 주관 기관 : Croatian Science Foundation

참고문헌

  1. Abrams, D.P., Angel, R. and Uzarski, J. (1996), "Out-of-plane strength of unreinforced masonry infill panels", Earthq. Spectra, 12, 825-844. https://doi.org/10.1193/1.1585912
  2. Akhoundi, F., Vasconcelos, G., Lourenco, P. and Silva, L. (2016), "Out-of-plane response of masonry infilled RC frames: Effect of workmanship and opening", 16th International Brick Block Masonry Conference, Padova, Italy.
  3. Akhoundi, F., Vasconcelos, G., Lourenco, P.B., Palha, C. and Martins, A. (2015), "Out-of-plane behaviour of masonry infill walls", 7th International Conference Sesmiology Earthquake Engineering, Tehran, Iran.
  4. Al Hanoun, M.H., Abrahamczyk, L. and Schwarz, J. (2019), "Macromodeling of in-and out-of-plane behavior of unreinforced masonry infill walls", Bull. Earthq. Eng., 17(1), 519-535. https://doi.org/10.1007/s10518-018-0458-x
  5. American Society of Civil Engineers (ASCE) (2000), FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Building.
  6. Angel, R., Abrams, D.P., Shapiro, D., Uzarski, J. and Webster, M. (1994), "Behavior of reinforced concrete frames with masonry infills", University of Illinois Engineering Experiment Station. College of Engineering, University of Illinois at Urbana-Champaign.
  7. Anic, F., Penava, D. and Sarhosis, V. (2017), "Development of a three-dimensional computational model for the in-plane and out-of-plane analysis of masonry-infilled reinforced concrete frames", COMPDYN 2017-Proceedings of the 6th International Conference Computational Methods in Structural Dynamics and Earthquake Engineering, 2, Rhodes, Greece.
  8. Anic, F., Penava, D., Legatiuk, D., Abrahamczyk, L. and Kahler, U. (2018), "The characteristics of 2D and 3D modelling approach in calibration of reinforced concrete frames cyclic behaviour", Proceedings of the 9th International Congress Croat. Soc. Mech., Split, Croatia.
  9. Anic, F., Penava, D., Varevac, D. and Sarhosis, V. (2018), "Influence of clay block masonry properties on the out-of-plane behaviour of infilled RC frames", Teh Vjesn. https://doi.org/10.17559/TV-20180222140915.
  10. Asteris, P.G. and Cotsovos, D.M. (2012), "Numerical investigation of the effect of infill walls on the structural response of rc frames", Open Constr. Build. Technol., 6, 164-181. https://doi.org/10.2174/1874836801206010164
  11. Asteris, P.G., Cavaleri, L, Di Trapani, F. and Tsaris, A.K. (2017), "Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels", Eng. Struct., 132, 110-122. https://doi.org/10.1016/j.engstruct.2016.10.012
  12. Asteris, P.G., Giannopoulos, I.P. and Chrysostomou, C.Z. (2012), "Modeling of infilled frames with openings", Open Constr. Build. Technol. J., 6, 81-91. https://doi.org/10.2174/1874836801206010081
  13. Booth, E. and Key, D. (2006), Earthquake Design Practice for Buildings, Thomas Telford, London.
  14. British Standards Institution (2016), Methods of Test for Masonry Part 2: Determination of Flexural Strength, Bs En 1052-2.
  15. Canadian Standards Association (1978), Masonry Design and Construction for Buildings, Mississauga, Ontario, Canada.
  16. Cervenka Consulting (2015), ATENA for Non-Linear Finite Element Analysis of Reinforced Concrete Structures, Computer Software, Version 5.6.1.0.
  17. Cervenka, V., Jendele, L. and Cervenka, J. (2012), ATENA Program Documentation Part 1 Theory, Cervenka Consulting Ltd., Prague.
  18. Chrysostomou, C.Z. and Asteris, P.G. (2012), "On the in-plane properties and capacities of infilled frames", Eng. Struct., 41, 385-402. https://doi.org/10.1016/j.engstruct.2012.03.057
  19. Crisafulli, F.J., Carr, A.J. and Park, R. (2000), "Analytical modelling of infilled frames structures- A general review", Bull. NZ Soc. Earthq. Eng., 33(1), 30-47.
  20. Dawe, J.L. and Seah, C.K. (1989), "Out-of-plane resistance of concrete masonry infilled panels", Can. J. Civil Eng., 16, 854-864. https://doi.org/10.1139/l89-128
  21. Di Domenico, M., Ricci, P. and Verderame, G.M. (2018), "Experimental assessment of the influence of boundary conditions on the out-of-plane response of unreinforced masonry infill walls", J. Earthq. Eng., 1-39.
  22. Di Trapani, F., Shing, P.B. and Cavaleri, L. (2018), "Macroelement model for in-plane and out-of-plane responses of masonry infills in frame structures", J. Struct. Eng., 144(2), 04017198.
  23. EERI (2018), https://www.eeri.org/, Earthquake Engineering Research Institute, California, USA.
  24. El-Dakhakhni, W.W., Elgaaly, M. and Hamid, A.A. (2003), "Three-strut model for concrete masonry-infilled steel frames", J. Struct. Eng., 129(2), 177-185. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(177)
  25. European Committee for Standardization (2004), Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (EN 1992-1-1:2004), European Committee for Standardization, Brussels, Belgium.
  26. European Committee for Standardization (2004), Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings (EN 1998-1:2004), Brussels: European
  27. European Committee for Standardization (2005), Eurocode 6: Design of Masonry Structures - Part 1-1: General rules for reinforced and unreinforced masonry structures (EN 1996-1-1:2005), Brussels, Belgium.
  28. Fenerci, A., Binici, B., Ezzatfar, P., Canbay, E. and Ozcebe, G. (2016), "The effect of infill walls on the seismic behavior of boundary columns in RC frames", Earthq. Struct., 10(3), 539-562. https://doi.org/10.12989/eas.2016.10.3.539
  29. Flanagan, R.D. (1994), "Behavior of structural clay tile infilled frames", Martin Maretta Energy Systems, Report
  30. Flanagan, R.D. and Bennett, R. (1999), "Bidirectional behavior of structural clay tile infilled frames", J. Struct. Eng., 125, 236-244. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:3(236)
  31. Fowler, J.J. (1994), "Analysis of dynamic testing performed on structural clay tile infilled frames", (No. Y/EN-5310), Oak Ridge National Lab., Oak Ridge, TN, USA.
  32. Furtado, A., Rodrigues, H. and Arede, A. (2014), "Numerical Modeling of masonry infill walls participation in the seismic behavior of RC buildings", Open Sees Days Port., Porto, Portugal.
  33. Furtado, A., Rodrigues, H., Arede, A. and Varum, H. (2015), "Experimental characterization of the In-plane and out-of-plane behaviour of infill masonry walls", Procedia Eng., 114, 862-869. https://doi.org/10.1016/j.proeng.2015.08.041
  34. Furtado, A., Rodrigues, H., Arede, A. and Varum, H. (2018), "Outof-plane behavior of masonry infilled RC frames based on the experimental tests available: A systematic review", Constr. Build. Mater., 168, 831-848. https://doi.org/10.1016/j.conbuildmat.2018.02.129
  35. Griffith, M.C., Vaculik, J., Lam, N.T.K., Wilson, J. and Lumantarna, E. (2007), "Cyclic testing of unreinforced masonry walls in two-way bending", Earthq. Eng. Struct. Dyn., 36, 801-821. https://doi.org/10.1002/eqe.654
  36. Hak, S., Morandi, P. and Magenes, G. (2014), "Out-of-plane experimental response of strong masonry infills", 2nd European Conference on Earthquake Engineering and Seismology, Istanbul, Turkey.
  37. Hallquist, A . (1970), "Lateral loads on masonry walls", Reprint 197, Norwegian Building Research Institute, Oslo, Norway.
  38. Henderson, R., Jones, W., Burdette, E. and Porter, M. (1993), "The effect of prior out-of-plane damage on the in-plane behavior of unreinforced masonry infilled frames", Fourth DOE Nat. Phenom. Hazards Mitig. Conf., 18.
  39. Henderson, R.C., Porter, M.L., Jones, W.D. and Burdette, E.G. (2006), "Influence of prior out-of-plane damage on the in-plane behavior of masonry infilled frames", TMS J., 24, 71-82.
  40. Hirt, M. and Lebet, J.P. (2013), Steel Bridges: Conceptual and Structural Design of Steel and Steel-Concrete Composite Bridges, CRC Press.
  41. Jager, W., Vassilev, T., Hoffmann, J. and Schops, P. (2008), "Unreinforced masonry basement walls - a comparison of theoretical design approaches and numerical simulations", 14th International Brick Block Masonry Conference, Sydney, Australia.
  42. Klingner, R.E., Rubiano, N.R., Bashandy, T.R. and Sweeney, S.C. (1996), "Evaluation and analytical verification of shaking table data from infilled frames, Part 2: Out-of-plane behavior", Proceedings of the 7th North American Masonry Conference, Elsevier Science Ltd., Colorado.
  43. Lotfi, S. and Mehdi Zahrai, S. (2018), "Blast behavior of steel infill panels with various thickness and stiffener arrangement", Struct. Eng. Mech., 65(5), 587-600. https://doi.org/10.12989/SEM.2018.65.5.587
  44. Masonry Standards Joint Committee and others (1999), "Building code requirements for masonry structures", Am. Concrete Institute, Detroit, MI, 1929081022.
  45. Mays, G.C., Hetherington, J.G. and Rose, T.A. (1999), "Response to blast loading of concrete wall panels with openings", J. Struct. Eng., 125(12), 1448-1450. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:12(1448)
  46. McDowell, E.L., McKee, K.E. and Sevin, E. (1956), "Arching Action Theory of Masonry Walls", J. Struct. Div., 82, 1-8.
  47. Moghaddam, H. and Goudarzi, N. (2010), "Transverse resistance of masonry infills", ACI Struct. J., 107, 461-467.
  48. Mohamad, G., Fonseca, F.S., Vermeltfoort, A.T., Martens, D.R.W. and Lourenco, P.B. (2010), "Strength, behavior, and failure mode of hollow concrete masonry constructed with mortars of different strengths", Constr. Build. Mater., 134, 489-496. https://doi.org/10.1016/j.conbuildmat.2016.12.112
  49. Onat, O. and Gul, M. (2018), "Application of artificial neural networks to the prediction of out-of-plane response of infill walls subjected to shake table", Smart Struct. Syst., 21(4), 521-535. https://doi.org/10.12989/SSS.2018.21.4.521
  50. Pasca, M., Liberatorea, L. and Masiani, R. (2017), "Reliability of analytical models for the prediction of out-of-plane capacity of masonry infills", Struct. Eng. Mech., 64(6), 765-781. https://doi.org/10.12989/SEM.2017.64.6.765
  51. Penava, D. (2012), "Utjecaj otvora na seizmicko ponasanje armiranobetonskih okvirnih konstrukcija sa zidanim ispunom", Ph.D. Thesis, Joisp Juraj Strossmayer, University of Osijek, Osijek, Croatia.
  52. Penava, D. and Sigmund, V. (2018), "Out-of-plane behaviour of framed-masonry walls with opening as a result of shaking table tests", 16th World Conf Earthq Eng 16WCEE, 1-8.
  53. Penava, D., Sigmund, V. and Kozar, I. (2016), "Validation of a simplified micromodel for analysis of infilled RC frames exposed to cyclic lateral loads", Bull. Earthq. Eng., 14(10), 2779-2804. https://doi.org/10.1007/s10518-016-9929-0
  54. Petrus, C., Stoian, V., Mosoarca, M. and Anastasiadis, A. (2015), "Reinforced concrete frames with masonry infills. Out of plane experimental investigatin", Acta Technica Napocensis: Civil Eng. Arch., 1-10.
  55. Preciado, A., Ramirez-Gaytan, A., Salido-Ruiz, R.A., Caro-Becerra, J.L. and Lujan-Godinez, R. (2015), "Earthquake risk assessment methods of unreinforced masonry structures: Hazard and vulnerability", Earthq. Struct., 9(4), 719-733. https://doi.org/10.12989/eas.2015.9.4.719
  56. Preti, M., Migliorati, L. and Giuriani, E. (2014), "Experimental testing of engineered masonry infill walls for post-earthquake structural damage control", Bull. Earthq. Eng., 13(7), 2029-2049. https://doi.org/10.1007/s10518-014-9701-2
  57. Ricci, P., Di Domenico, M. and Verderame, G.M. (2018), "Empirical based out-of-plane URM infill wall model accounting for the interaction with in-plane demand", Earthq. Eng. Struct. Dyn., 47(3), 802-827. https://doi.org/10.1002/eqe.2992
  58. Sepasdar, R. (2017), "Experimental investigation on the out-ofplane behaviour of concrete masonry infilled RC frames", Ms.C Thesis, Dalhausie University.
  59. Sigmund, V. and Penava, D. (2014), "Influence of openings, with and without confinement, on cyclic response of infilled R-C frames-An experimental study", J. Earthq. Eng., 18(1), 113-146. https://doi.org/10.1080/13632469.2013.817362
  60. Tu, Y.H., Liu, P.M. and Lin, H.P. (2007), "Out-of-plane seismic behavior of unreinforced masonry in-filled walls", New Horizons Better Pract., 1-10.
  61. Wang, C. (2017), "Experimental investigation on the out-of-plane behaviour of concrete masonry infilled frames", Ms.C. Thesis, Dalhousie University.
  62. Zovkic, J., Sigmund, V. and Guljas, I. (2013), "Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill", Earthq. Eng. Struct. Dyn., 42(8), 1131-1149. https://doi.org/10.1002/eqe.2263