DOI QR코드

DOI QR Code

Finite element simulation of traditional and earthquake resistant brick masonry building under shock loading

  • Daniel, A. Joshua (Department of Earthquake Engineering, Indian Institute of Technology) ;
  • Dubey, R.N. (Department of Earthquake Engineering, Indian Institute of Technology)
  • 투고 : 2014.05.05
  • 심사 : 2015.03.05
  • 발행 : 2015.03.25

초록

Modelling and analysis of a brick masonry building involves uncertainties like modelling assumptions and properties of local material. Therefore, it is necessary to perform a calibration to evaluate the dynamic properties of the structure. The response of the finite element model is improved by predicting the parameter by performing linear dynamic analysis on experimental data by comparing the acceleration. Further, a nonlinear dynamic analysis was also performed comparing the roof acceleration and damage pattern of the structure obtained analytically with the test findings. The roof accelerations obtained analytically were in good agreement with experimental roof accelerations. The damage patterns observed analytically after every shock were almost similar to that of experimental observations. Damage pattern with amplification in roof acceleration exhibit the potentiality of earthquake resistant measures in brick masonry models.

키워드

참고문헌

  1. Chavez, M. and Meli, R. (2011), "Shaking table testing and numerical simulation of the seismic response of a typical Mexican colonial temple", Earthq. Eng. Struct. D., 41(2), 233-253. https://doi.org/10.1002/eqe.1127
  2. Chen, S.Y., Moon, F.L. and Yi, T.A. (2009), "Macroelement for the nonlinear analysis of in-plane unreinforced masonry piers", Eng. Struct., 30(8), 2242-2245. https://doi.org/10.1016/j.engstruct.2007.12.001
  3. Chen, Y., Ashour, A.F. and Garrrity, S.W. (2008) "Moment/thrust interaction diagrams for reinforced masonry sections", Constr. Build.Mater., 22(5), 763-770. https://doi.org/10.1016/j.conbuildmat.2007.01.007
  4. Dhanaeskar, M., Kleeman, P.W. and Page, A.W. (1985), "Biaxial stress-strain relations for brick masonry", J. Struct. Div., 111(5), 1085-110. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:5(1085)
  5. Dhanasekar, M. and Haider, W. (2007), "Explicit finite element analysis of lightly reinforced masonry shear wall", Comput. Struct., 86, 15-26.
  6. Dubey, R. (2011), Experimental studies to verify the efficacy of earthquake resistance measure in masonry structures, Ph.D. thesis, Earthquake Engineering Department, Indian Institute of Technology Roorkee, Roorkee, India.
  7. Giordano, A., Mele, E. and De Luca, A. (2002), "Modelling of historical masonry structures: Comparison of different approaches through a case study", Eng. Struct., 24(8), 1057-1069. https://doi.org/10.1016/S0141-0296(02)00033-0
  8. Grecchi, G. (2010), Material and structural behavior of masonry: simulation with a commercial code Laurea, Thesis, University of Pavia, Lombardy, Italy.
  9. Hillerborg, A., Modeer, M. and Petersson, P.E. (1976), "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements", Cement Concrete Res., 6, 773-782. https://doi.org/10.1016/0008-8846(76)90007-7
  10. Hu, T.H., Lin, F.M. and Jan, Y.Y. (2004) "Nonlinear finite element analysis of reinforced concrete beams strengthened by fiber-reinforced plastics", Compos. Struct., 63(3-4), 271-281. https://doi.org/10.1016/S0263-8223(03)00174-0
  11. IS: 875 (Part 1), (1987), Code of practice for design loads (other than earthquake) for building and structures, Bureau of Indian Standard, New Delhi, India.
  12. IS: 13828 (1993), Improving earthquake resistance of low strength masonry building - Guidelines, Bureau of Indian Standard, New Delhi, India.
  13. IS: 4326 (1993), Indian standard code of practice for earthquake resistant design and construction of buildings, Bureau of Indian Standard, New Delhi, India.
  14. IS: 456 (2000), Plain and reinforced concrete - Code of practice, Bureau of Indian Standard, New Delhi, India.
  15. Jankowiak, T. and Lodygowski, T. (2005), "Identification of parameters of concrete damage plasticity constitutive model", Found. Civil Environ. Eng., 6, 53-69.
  16. Kaushik, H.B., Rai, D.C. and Jain, S.K. (2007), "Stress-strain characteristics of clay brick masonry under uniaxial compression", J. Struct. Eng. - ASCE, 19(9), 728-739.
  17. Lee, H.K., Kin, B.R. and Ha, S.K. (2007), "Numerical evaluation of shear strengthening performance of CFRP sheets/strips and sprayed epoxy coating repair systems", Compos. Part B - Eng., 39, 851-862.
  18. Lee, J. and Fenves, G.L. (1998), "Plastic-damage model for cyclic loading of concrete structures", J. Eng. Mech. - ASCE, 124(8), 892-900. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892)
  19. Lourenço, P.B., Rots, G. and Blaauwendraad, J. (1998), "Continum model for masonry: Parameter estimation and validation", J. Struct. Eng. - ASCE, 124(6), 642-652. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:6(642)
  20. Lubliner, J. Oliver, J. Oller, S. and Onate, E. (1989), "A Plastic-Damage Model for Concrete", Int. J. Solids Struct., 25, 299-329. https://doi.org/10.1016/0020-7683(89)90050-4
  21. Maekawa, K., Pimanmas, A. and Okamura, H. (2003), Nonlinear mechanics of reinforced concrete, Spon Press.
  22. Nateghi, A.F. and Alemi, F. (2008), "Experimental study of seismic behavior of typical Iranian URM brick walls", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.
  23. Oshima, M. and Hashimoto, C. (1984), "Mechanical properties of concrete confined by steel rings", In Summaries of the 39th annual convention, Japan Society of Civil Engineers, Vol. V.
  24. Oyarzo-Vera, C., Abdul Razak, A.K. and Chouw, N. (2009), "Modal testing of an unreinforced masonry house", International Operational Modal Analysis Conference, Portonovo, Ancona, Italy.
  25. Page, A.W. (1983), "The strength of brick masonry under biaxial compression-tension", Int. J. Masonry Cosntr., 3(1), 26-31.
  26. Pillai, S.U. and Menon, D. (2010), Reinforced concrete design, Tata McGraw-Hill Education Private Limited, New Delhi, India.
  27. Rai, D.C., Agnihotri, P. and Singhal, V. (2011), "Out-of -plane strength of damaged unreinforced masonry walls", Proceedings of the 12th North American Masonry Conference, Minneapolis, Minnesota, USA.
  28. Simulia, D.S. (2011), Abaqus/CAE user's manual, Providence, RI.
  29. Vecchio, F.J. (1990), "Reinforced concrete membrane element formulation", J. Struct. Eng. - ASCE, 116(3), 730-750. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:3(730)
  30. Zhuge, Y., Thambiratnam, D. and Corderoy, J. (1998), "Nonlinear dynamic analysis of unreinforced masonry", J. Struct. Eng. - ASCE, 124(3), 270-7. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:3(270)

피인용 문헌

  1. Study of flexural response of engineered cementitious composite faced masonry structures vol.150, 2017, https://doi.org/10.1016/j.engstruct.2017.07.089
  2. Out-of-plane response of ECC-strengthened masonry walls vol.5, pp.1, 2020, https://doi.org/10.1080/24705314.2019.1692165