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Research Article

Numerical simulation of soft brick unreinforced masonry walls subjected to lateral loads

ORCID Icon, & ORCID Icon | (Reviewing editor)
Article: 1551503 | Received 06 Aug 2018, Accepted 20 Nov 2018, Published online: 12 Dec 2018

References

  • Abdulla, K. F. , Cunningham, L. S. , & Gillie, M. (2017). Simulating masonry wall behaviour using a simplified micro-model approach. Engineering Structures , 151, 349–365. doi:10.1016/j.engstruct.2017.08.021
  • Abrams, D. P. (2001). Performance-based engineering concepts for unreinforced masonry building structures. Progress in Structural Engineering and Materials , 3, 48–56. doi:10.1002/(ISSN)1528-2716
  • Akan, A. E. , (2008), A Comparative Study on Earthquake Resistance of Reinforced Concrete and Masonry Residential Buildings in Small-Scale Cities of Turkey , PhD Dissertation, Department of Architecture, Middle East Technical University, Turkey.
  • Akhaveissy, A. H. , & Desai, C. S. (2011). Unreinforced masonry walls: Nonlinear finite element analysis with a unified constitutive model. Archives of Computational Methods in Engineering , 18, 485–502. doi:10.1007/s11831-011-9067-4
  • Aldemir, A. , (2010), A Simple Seismic Performance Assessment Technique for Unreinforced Masonry Structures , MS Dissertation, Middle East Technical University, Turkey
  • Arya, S. , & Hegemier, G. (1978). On non-linear response prediction of concrete masonry assemblies. In Proceedings of the North American masonry conference (pp. 19.1–19.24). Boulder, Colorado, USA: Masonry Society.
  • Avossa, A. M. , & Malangone, P. (2015). Seismic performance assessment of masonry structures with a modified “concrete” model. Bulletin of Earthquake Engineering , 13(9), 2693–2718. doi:10.1007/s10518-015-9726-1
  • Berto, L. , Saetta, A. , Scotta, R. , & Vitaliani, R. (2004). Shear behaviour of masonry panel: Parametric FE analyses. International Journal of Solids and Structures , 41, 4383–4405. doi:10.1016/j.ijsolstr.2004.02.046
  • Bureau of Indian Standards . (1991). Handbook on masonry design and construction: SP20 . New Delhi, India: Author.
  • Drysdale, R. , Hamid, A. A. , & Baker, L. R. (1994). Masonry structures: Behavior and design . Englewood Cliffs, NJ: Prentice Hall.
  • Elgawady, M. A. , Lestuzzi, P. , & Badoux, M. (2006). Analytical model for in-plane shear behaviour of URM walls retrofitted with FRP. Composites Science and Technology , 66, 459–474.
  • Federal Emergency Management Agency . (1999). Evaluation of earthquake damaged concrete and masonry wall buildings . Washington, DC: FEMA-307.
  • Federal Emergency Management Agency . (2009). Unreinforced masonry buildings and earthquakes: Developing successful risk reduction programs . Washington, DC: FEMA P-774
  • Formisano, A. (2012). Seismic damage assessment of school buildings after 2012 Emilia Romagna earthquake. Ingegneria Sismica , 29(2–3), 72–86.
  • Formisano, A. (2017a). Local- and global-scale seismic analyses of historical masonry compounds in San Pio delle Camere (L’Aquila, Italy). Natural Hazards , 86(SP2), 465–487. doi:10.1007/s11069-016-2694-1
  • Formisano, A. (2017b). Theoretical and numerical seismic analysis of masonry building aggregates: Case studies in San Pio Delle Camere (L’Aquila, Italy). Journal of Earthquake Engineering , 21(2), 227–245. doi:10.1080/13632469.2016.1172376
  • Formisano, A. , Florio, G. , Landolfo, R. , & Mazzolani, F. M. (2011) Numerical calibration of a simplified procedure for the seismic behaviour assessment of masonry building aggregates, Proceedings of the 13th International Conference on Civil, Structural and Environmental Engineering Computing , 28 p, Stirlingshire, Scotland
  • Formisano, A. , Florio, G. , Landolfo, R. , & Mazzolani, F. M. (2015). Numerical calibration of an easy method for seismic behaviour assessment on large scale of masonry building aggregates. Advances in Engineering Software , 80, 116–138. doi:10.1016/j.advengsoft.2014.09.013
  • Formisano, A. , & Marzo, A. (2017). Simplified and refined methods for seismic vulnerability assessment and retrofitting of an Italian cultural heritage masonry building. Computers and Structures , 180, 13–26. doi:10.1016/j.compstruc.2016.07.005
  • Giordano, A. , Mele, E. , & De Luca, A. (2002). Modelling of historical masonry structures: Comparison of different approaches through a case study. Engineering Structures , 24, 1057–1069. doi:10.1016/S0141-0296(02)00033-0
  • Haach, V. G. , Vasconcelos, G. , & Lourenco, P. B. (2011). Parametrical study of masonry walls subjected to in-plane loading through numerical modelling. Engineering Structures , 33, 1377–1389. doi:10.1016/j.engstruct.2011.01.015
  • Hendry, A. W. (1991). Reinforced and prestressed masonry . New York, NY: Longman Scientific & Technical.
  • La Mendola, L. , Accardi, M. , Cucchiara, C. , & Licata, V. (2014). Nonlinear FE analysis of out-of-plane behaviour of masonry walls with and without CFRP reinforcement. Construction and Building Materials , 54, 190–196. doi:10.1016/j.conbuildmat.2013.12.068
  • Lemos, J. V. (1995). Assessment of the ultimate load of a masonry arch using discrete elements. In J. Middleton & G. N. Pande (Eds.), Computer methods in structural masonry 3 (pp. 294–302). Swansea, U.K.: Books and Journals International.
  • Lotfi, H. R. , & Shing, P. B. (1991). An appraisal of smeared crack models for masonry shear wall analysis. Computers and Structures , 120(1), 63–80.
  • Lotfi, H. R. , & Shing, P. B. (1994). Interface model applied to fracture of masonry structures. Journal of Structural Engineering , 120(1), 63–80. doi:10.1061/(ASCE)0733-9445(1994)120:1(63)
  • Lourenco, P. B. , Rots, J. G. , & Feenstra, P. H. (1995). A tensile ‘Rankine’ type orthotropic model for masonry. In J. Middleton & G. N. Pande (Eds.), Computer methods in structural masonry 3 (pp. 167–176). Swansea, U.K.: Books and Journals International.
  • Lourenco, P. B. , & Rots, J. G. (1997). Multi-surface interface model for analysis of masonry structures. Journal of Engineering Mechanics , 123(7), 660–668. doi:10.1061/(ASCE)0733-9399(1997)123:7(660)
  • Lourenco, P. J. B. B. , (1996), Computational Strategies for Masonry Structures , PhD Dissertation, Delft University of Technology, Holland
  • Milani, G. (2008). 3D upper bound limit analysis of multi-leaf masonry walls. International Journal of Mechanical Sciences , 50(4), 817–836. doi:10.1016/j.ijmecsci.2007.11.003
  • Milani, G. , & Venturini, G. (2011). Automatic fragility curve evaluation of masonry churches accounting for partial collapses by means of 3D FE homogenized limit analysis. Computers & Structures , 89(17–18), 1628–1648. doi:10.1016/j.compstruc.2011.04.014
  • Oliveira, D. , & Lourenco, P. (2004). Implementation and validation of a constitutive model for the cyclic behaviour of interface elements. Computers and Structures , 82(17), 1451–1461. doi:10.1016/j.compstruc.2004.03.041
  • Orduna, A. , (2003). Seismic Assessment of ancient masonry structures by rigid blocks limit analysis, PhD Dissertation , University of Minho, Portugal
  • Page, A. (1978). Finite element model for masonry. Journal of the Structural Division, ASCE , 104(8), 1267–1285.
  • Pegon, P. , & Anthoine, A. (1994) Numerical strategies for solving continuum damage problems involving softening: Application to the homogenization in masonry. Advances in Non-Linear Finite Element Methods , CIVIL-COMP Press: U.K., 143–157
  • Quagliarini, E. , Maracchini, G. , & Clementi, F. (2017). Uses and limits of the equivalent frame model on existing unreinforced masonry buildings for assessing their seismic risk: A review. Journal of Building Engineering , 10, 166–182. doi:10.1016/j.jobe.2017.03.004
  • Ravula, M. B. , & Subramaniam, K. (2017). Experimental investigation of compressive failure in masonry brick assemblages made with soft brick. Materials and Structures , 50, 19. doi:10.1617/s11527-016-0926-1
  • Shing, P. , & Cao, L. (1997) Analysis of partially grouted masonry shear walls. US Department of Commerce, Gaithenburg, MD20899, NIST GCR, 97–710
  • Shing, P. , Schuller, M. , & Hoskere, V. (1990). In-plane resistance of reinforced masonry shear walls. Journal of Structural Engineering , 116(3), 619–640. doi:10.1061/(ASCE)0733-9445(1990)116:3(619)
  • Stavridis, A. , & Shing, P. B. (2010). Finite-element modeling of nonlinear behavior of masonry-infilled RC frames. Journal of Structural Engineering , 136(3), 285–296. doi:10.1061/(ASCE)ST.1943-541X.116
  • TNO DIANA BV . (2011). Diana user manual. Release 9.4.4 ,TNO DIANA BV, Delft, Netherlands.
  • Tomaževič, M. (2006) Earthquake-resistant design of masonry buildings . Series on Innovation in Structures and Construction — Vol. 1, Imperial College Press, London
  • Vemuri, J. , Ehteshamuddin, S. , & Kolluru, S. V. 2018. Evaluation of seismic displacement demand for unreinforced masonry shear walls. Cogent Engineering , 5, 1–22. 1480189
  • WHE-PAGER - World Housing Encyclopaedia - Prompt Assessment of Global Earthquakes for Response Survey (2007), California, USA, http://www.world-housing.net/related-projects/whe-pager-project/about-this-project