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Original Articles

Seismic Performance of Historical Buildings Based on Discrete Element Method: An Adobe Church

ORCID Icon, & ORCID Icon
Pages 1270-1289 | Received 14 Mar 2017, Accepted 07 Apr 2018, Published online: 09 May 2018

References

  • Azevedo, J., Sincraian, G. and Lemos, J. V. [2000] “Seismic behavior of blocky masonry structures,” Earthquake Spectra 16(2), 337–365. doi:10.1193/1.1586116
  • Cancino, C., Lardinois, S., D’Ayala, D., Ferreira, C., Torrealva, D., Meléndez, E. and Santamato, L. [2012] Seismic Retrofitting Project: Assessment of Prototype Buildings, Volume Vol. 1, Getty Conservation Institute, Los Angeles, US.
  • Caporale, A., Parisi, F., Asprone, D., Luciano, R. and Prota, A. [2015] “Comparative micromechanical assessment of adobe and clay brick masonry assemblages based on experimental data sets,” Composite Structures 120, 208–220. doi:10.1016/j.compstruct.2014.09.046
  • Chácara, C., Mendes, N. and Lourenço, P. B. [2017] “Simulation of shake table tests on out-of-plane masonry buildings. Part (IV): macro and micro FEM based approaches,” International Journal of Architectural Heritage 11(1), 103–116. doi:10.1080/15583058.2016.1238972
  • De Felice, G. [2011] “Out-of-plane seismic capacity of masonry depending on wall section morphology,” International Journal of Architectural Heritage 5(4–5), 466–482. doi:10.1080/15583058.2010.530339
  • Douglas, B. and Reid, W. [1982] “Dynamic tests and system identification of bridges,” Journal of the Structural Division 108(10), 2295–2312.
  • Ferreira, C. F. and D’Ayala, D. [2012] “Seismic assessment and retrofitting of Peruvian earthen churches by means of numerical modelling,” Proc. of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
  • Greco, F., Karanikoloudis, G., Mendes, N. and Lourenço, P. B. [2015] Experimental in situ testing campaign on adobe historic structures in Peru, within the Getty SR Project. Technical report 2015-DEC/E-30
  • Heyman, J. [1969] “The safety of masonry arches,” International Journal of Mechanical Sciences 11(4), 363–385. doi:10.1016/0020-7403(69)90070-8
  • Idris, J., Al Heib, M. and Verdel, T. [2009] “Masonry joints mechanical behaviour evolution in built tunnels. Analysis by numerical modelling and experimental design,” Tunnelling and Underground Space Technology 24(6), 617–626. doi:10.1016/j.tust.2009.05.002
  • IMIT. [2009] Circ. 02.02.2009, N. 617: Istruzioni per L’applicazione Delle Nuove Norme Tecniche per Le Costruzioni Di Cui Al Decreto Ministeriale 14 Gennaio 2008, Italian Ministry of Infrastructures and Transportation, Rome, Italy.
  • ITASCA. [2015] 3DEC – Distinct Element Modeling of Jointed and Blocky Material in 3D, ITASCA Consulting Group, Inc, Minneapolis, MN.
  • Karanikoloudis, G. and Lourenço, P. B. [2015] Seismic Assessment of Kuño Tambo Church (Current Condition), Peru. Technical report 2015-DEC/E- 41.
  • Lagomarsino, S., Penna, A., Galasco, A. and Cattari, S. [2012] TREMURI Program: Seismic Analyses of 3D Masonry Buildings, University of Genoa, Italy.
  • Lemos, J. V. [2007] “Discrete element modeling of masonry structures,” International Journal of Architectural Heritage 1(2), 190–213. doi:10.1080/15583050601176868
  • Lemos, J. V. [2016] “The basis for masonry analysis with UDEC and 3DEC,” in Computational Modeling of Masonry Structures Using the Discrete Element Method, eds. V. Sarhosis, K. Bagi, J. V. Lemos and G. Milani (IGI Global), pp. 61–89. doi:10.4018/978-1-5225-0231-9.ch003
  • Lemos, J. V. and Costa, A. C. [2017] “Simulation of shake table tests on out-of-plane masonry buildings. Part (V): discrete element approach,” International Journal of Architectural Heritage 11(1), 117–124. doi:10.1080/15583058.2016.1237587
  • Lourenço, P. B. [2002] “Computations on historic masonry structures,” Structural Engineering and Materials 4(3), 301–319. doi:10.1002/pse.120
  • Lourenço, P. B., Mendes, N., Ramos, L. F. and Oliveira, D. V. [2011] “Analysis of masonry structures without box behavior,” International Journal of Architectural Heritage 5(4–5), 369–382. doi:10.1080/15583058.2010.528824
  • Magenes, G. and Fontana, A. [1998] “Simplified non-linear seismic analysis of masonry buildings,” Proc. of the British Masonry Society, No. 8.
  • Mahini, S. [2015] “Smeared crack material modelling for the nonlinear analysis of CFRP-retrofitted historical brick vaults with adobe piers,” Construction & Building Materials 74, 201–218. doi:10.1016/j.conbuildmat.2014.10.033
  • McInerney, J. and DeJong, M. J. [2015] “Discrete element modeling of groin vault displacement capacity,” Discrete,” International Journal of Architectural Heritage 9(8), 1037–1049. doi:10.1080/15583058.2014.923953
  • Mendes, N., Costa, A. A., Lourenço, P. B., Bento, R., Beyer, K., Felice, G., Gams, M., Griffith, M., Ingham, J., Lagomarsino, S., Lemos, J. V., Liberatore, D., Modena, C., Oliveira, D. V., Penna, A. and Luigi Sorrentino, L. [2017] “Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: A numerical comparative study,” International Journal of Architectural Heritage 11(1), 59–71. doi:10.1080/15583058.2016.1238974
  • Mendes, N. and Lourenço, P. B. [2010] “Seismic assessment of masonry “Gaioleiro” buildings in Lisbon, Portugal,” Journal of Earthquake Engineering 14(1), 80–101. doi:10.1080/13632460902977474
  • Mendes, N. and Lourenço, P. B. [2014] “Sensitivity analysis of the seismic performance of existing masonry buildings,” Engineering Structures 80(1), 137–146. doi:10.1016/j.engstruct.2014.09.005
  • Milani, G. and Lourenço, P. B. [2013] “Simple homogenized model for the nonlinear analysis of FRP-strengthened masonry structures. II: structural applications,” Journal of Engineering Mechanics 139(1), 77–93. doi:10.1061/(ASCE)EM.1943-7889.0000479
  • Mumford, J. R. [2012] Vertical Empire: The General Resettlement of Indians in the Colonial Andes, Duke University Press, Durham, NC.
  • Ogburn, D., Sillar, B. and Sierra, J. C. [2013] “Evaluating effects of chemical weathering and surface contamination on the in situ provenance analysis of building stones in the Cuzco region of Perù with portable XRF,” Journal of Archeological Science 40(4), 1823–1837. doi:10.1016/j.jas.2012.09.023
  • Olarte, J., Proaño, R., Scaletti, H., Torres, M. and Zavala, C. [2013] Evaluaciòn De La Vulnerabilidad Sìsmica De La Catedral Del Cusco, Universidad Nacional de Ingegnerìa, Facultad de Ingegnerìa Civil, Peru.
  • Peña, F., Lourenço, P. B., Mendes, N. and Oliveira, D. V. [2010] “Numerical models for the seismic assessment of an old masonry tower,” Engineering Structures 32(5), 1466–1478. doi:10.1016/j.engstruct.2010.01.027
  • Psycharis, I. N., Drougas, A. and Daisou, M. [2011] “Seismic behaviour of the walls of the Parthenon: A Numerical Study,” Computational Methods in Earthquake Engineering 21, 265–283. doi:10.1007/978-94-007-0053-6_12
  • Psycharis, I. N., Lemos, J. V., Papastamatiou, D. Y., Zambas, C. and Papantonopoulos, C. [2003] “Numerical study of the seismic behaviour of a part of the Parthenon Pronaos,” Earthquake Engineering and Structural Dynamics 32(13), 2063–2084. doi:10.1002/eqe.315
  • Roca, P., Cervera, M., Gariup, G. and Pela, L. [2010] “Structural analysis of masonry historical constructions. Classical and advanced approaches,” Archives of Computational Methods in Engineering 17(3), 299–325. doi:10.1007/s11831-010-9046-1
  • Silveira, D., Varum, H., Costa, A., Martins, T., Pereira, H. and Almeida, J. [2012] “Mechanical properties of adobe bricks in ancient constructions,” Construction and Building Materials 28(1), 36–44. doi:10.1016/j.conbuildmat.2011.08.046
  • SPR [2014] Seismic Retrofitting Project: Testing and Modelling, Chapter 3, Getty Conservation Institute and Pontificia Universidad Católica del Perú.
  • Torres, S. A. G. and Castaño, J. D. M. [2007] “Simulation of the hydraulic fracture process in two dimensions using a discrete element method,” Physical Review E 75(6), 066109. doi:10.1103/PhysRevE.75.066109
  • Tran, V. H., Vincens, E., Morel, J. C., Dedecker, F. and Le, H. H. [2014] “2D-DEM modeling of the formwork removal of a rubble stone masonry bridge,” Engineering Structures 75, 448–456. doi:10.1016/j.engstruct.2014.05.048
  • Young, M. P., Schultz, A. E. and Lemos, J. V. [2015] “Seismic analysis of the Panhellenic Sanctuary of Nemea, Greece,” Proc. of the 12th North American Masonry Conference.
  • Zanotti, S. [2015] Seismic analysis of the church of Kuño Tambo, Master’s Thesis, Advanced Masters in Structural Analysis of Monuments and Historical Constructions, University of Minho, Guimarães, Portugal.

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