Structural Engineering and Mechanics

  • 제36권3호
  • /
  • Pages.247-278
  • /
  • 2010
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Modeling of unreinforced brick walls under in-plane shear & compression loading

  • Kalali, Arsalan (Department of Civil Engineering, Amirkabir University of Technology (Tehran Polytechnic)) ;
  • Kabir, Mohammad Zaman (Department of Civil Engineering, Amirkabir University of Technology (Tehran Polytechnic))
  • 투고 : 2009.06.23
  • 심사 : 2010.06.16
  • 발행 : 2010.10.20
⟨ 이전 논문 다음 논문 ⟩

초록

The study of the seismic vulnerability of masonry buildings requires structural properties of walls such as stiffness, ultimate load capacity, etc. In this article, a method is suggested for modeling the masonry walls under in-plane loading. At the outset, a set of analytical equations was established for determining the elastic properties of an equivalent homogeneous material of masonry. The results for homogenized unreinforced brick walls through detailed modeling were compared in different manners such as solid and perforated walls, in-plane and out-of-plane loading, etc, and it was found that this method provides suitable accuracy in estimation of the wall linear properties. Furthermore, comparison of the results of proposed modeling with experimental out coming indicated that this model considers the non linear properties of the wall such as failure pattern, performance curve and ultimate strength, and would be appropriate to establish a parametric study on those prone factors. The proposed model is complicated; therefore, efforts need to be made in order to overcome the convergency problems which will be included in this study. The nonlinear model is basically semi-macro but through a series of actions, it can be simplified to a macro model.

키워드

참고문헌

  1. Abdou, L., Ami Saada, R., Meftah, F. and Mebarki, A. (2006), "Experimental investigations of the joint-mortar behaviour", Mech. Res. Commun., 33(3), 370-384. https://doi.org/10.1016/j.mechrescom.2005.02.026
  2. American Society for Testing and Materials (ASTM), Standard Test Method for Compressive Strength of Masonry Prisms, C1314.
  3. American Society for Testing and Materials (ASTM), Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages, E519.
  4. Benedetti, A. and Steli, E. (2008), "Analytical models for shear-displacement curves of unreinforced and FRP reinforced masonry panels", Constr. Build. Mater., 22(3), 175-185. https://doi.org/10.1016/j.conbuildmat.2006.09.005
  5. Betti, M. and Vignoli, A. (2008a), "Assessment of seismic resistance of a basilica-type church under earthquake loading: Modelling and analysis", Adv. Eng. Sof., 39(4), 258-283. https://doi.org/10.1016/j.advengsoft.2007.01.004
  6. Betti, M. and Vignoli, A. (2008b), "Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance", Eng. Struct., 30(2), 352-367. https://doi.org/10.1016/j.engstruct.2007.03.027
  7. Chaimoon, K. and Attard, M.M. (2007), "Modeling of unreinforced masonry walls under shear and compression", Eng. Struct., 29(9), 2056-2068. https://doi.org/10.1016/j.engstruct.2006.10.019
  8. ElGawady, M.A., Lestuzzi, P. and Badoux, M. (2007), "Static Cyclic Response of Masonry Walls Retrofitted with Fiber-Reinforced Polymers", J. Comp. Constr., ASCE, 11(1), 50-61. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:1(50)
  9. FEMA 356 (2000), Prestandard for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, D.C.
  10. Gabor, A., Bennani, A., Jacquelin, E. and Lebon, F. (2006a), "Modelling approaches of the in-plane shear behaviour of unreinforced and FRP strengthened masonry panels", Comp. Struct., 74(3), 277-288. https://doi.org/10.1016/j.compstruct.2005.04.012
  11. Gabor, A., Ferrier, E., Jacquelin, E. and Hamelin, P. (2006b), "Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels", Constr. Build. Mater., 20(5), 308-321. https://doi.org/10.1016/j.conbuildmat.2005.01.032
  12. Hamid, A.A., El-Dakhakhni, W.W., Hakam, Z.H.R. and Elgaaly, M. (2005), "Behavior of composite unreinforced masonry-fiber-reinforced polymer wall assemblages under in-plane loading", J. Compos. Constr., ASCE, 9(1), 73-83. https://doi.org/10.1061/(ASCE)1090-0268(2005)9:1(73)
  13. Kappos, A.J., Penelis, G.G. and Drakopoulos, C.G. (2002), "Evaluation of Simplified Models for Lateral Load Analysis of Unreinforced Masonry Buildings", J. Struct. Eng., ASCE, 128(7), 890-897. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(890)
  14. Milani, G., Lourenço, P. and Tralli, A. (2007), "3D homogenized limit analysis of masonry buildings under horizontal loads", Eng. Struct., 29(11), 3134-3148. https://doi.org/10.1016/j.engstruct.2007.03.003
  15. Pallares, F.J., Agüero, A. and Martín, M. (2006), "Seismic behaviour of industrial masonry chimneys", Int. J. Solids Struct., 43(7-8), 2076-2090. https://doi.org/10.1016/j.ijsolstr.2005.06.014
  16. Prota, A., Marcari, G., Fabbrocino, G., Manfredi, G. and Aldea, C. (2006), "Experimental in-plane behavior of tuff masonry strengthened with cementitious matrix-grid composites", J. Compos. Constr., ASCE, 10(3), 223- 233. https://doi.org/10.1061/(ASCE)1090-0268(2006)10:3(223)
  17. Roca, P. (2006), "Assessment of masonry shear-walls by simple equilibrium models", Constr. Build. Mater., 20(4), 229-238. https://doi.org/10.1016/j.conbuildmat.2005.08.023
  18. Shariq, M., Abbas, H., Irtaza, H. and Qamaruddin, M. (2008), "Influence of openings on seismic performance of masonry building walls", Build. Environ., 43(7), 1232-1240. https://doi.org/10.1016/j.buildenv.2007.03.005
  19. Shrive, N.G. (2006), "The use of fibre reinforced polymers to improve seismic resistance of masonry", Constr. Build. Mater., 20(4), 269-277. https://doi.org/10.1016/j.conbuildmat.2005.08.030
  20. Tasnimi, A.A. (2004), Behavior of Brick Walls Recommended by Iranian Code of Practice for Seismic Resistant Design of Buildings, Building and Housing Research Center, No. R-404, Tehran, Iran.
  21. Tasnimi, A.A. (2005), Behavior of Confined and Non-confined Brick Buildings, Natural Disaster Research Institute, Tehran, Iran.
  22. Turco, V., Secondin, S., Morbin, A., Valluzzi, M.R. and Modena, C. (2006), "Flexural and shear strengthening of un-reinforced masonry with FRP bars", Compos. Sci. Technol., 66(2), 289-296. https://doi.org/10.1016/j.compscitech.2005.04.042
  23. Valluzzi, M.R., Tinazzi, D. and Modena, C. (2002), "Shear behavior of masonry panels strengthened by FRP laminates", Constr. Build. Mater., 16(7), 409-416. https://doi.org/10.1016/S0950-0618(02)00043-0
  24. Yi, T., Moon, F.L., Leon, R.T. and Kahn, L.F. (2006), "Analyses of a Two-Story Unreinforced Masonry Building", J. Struct. Eng., ASCE, 132(5), 653-662. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:5(653)

피인용 문헌

  1. Nonlinear analysis of masonry panels using a kinematic enriched plane state formulation vol.90, 2016, https://doi.org/10.1016/j.ijsolstr.2016.03.002
  2. Experimental response of double-wythe masonry panels strengthened with glass fiber reinforced polymers subjected to diagonal compression tests vol.39, 2012, https://doi.org/10.1016/j.engstruct.2012.01.018
  3. Cyclic behavior of perforated masonry walls strengthened with glass fiber reinforced polymers vol.19, pp.2, 2012, https://doi.org/10.1016/j.scient.2012.02.011
  4. Research of Masonry Shear Strength under Shear-Compression Action vol.1065-1069, pp.1662-8985, 2014, https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1309
  5. Seismic behavior and shear strength of new-type fired perforated brick walls with high void ratio pp.2048-4011, 2018, https://doi.org/10.1177/1369433218802690
  6. A homogenization approach for uncertainty quantification of deflection in reinforced concrete beams considering microstructural variability vol.38, pp.4, 2010, https://doi.org/10.12989/sem.2011.38.4.503