Earthquakes and Structures

  • 제12권2호
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  • Pages.223-236
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  • 2017
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Non-linear modeling of masonry churches through a discrete macro-element approach

  • Panto, Bartolomeo (Department of Engineering and Architecture, University of Catania) ;
  • Giresini, Linda (Department of Energy Systems Territory and Costruction Engineering, University of Pisa) ;
  • Sassu, Mauro (Department of Civil, Environmental Engineering and Architecture, University of Cagliari) ;
  • Calio, Ivo (Department of Engineering and Architecture, University of Catania)
  • 투고 : 2016.07.26
  • 심사 : 2017.01.26
  • 발행 : 2017.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Seismic assessment and rehabilitation of Monumental Buildings constitute an important issue in many regions around the world to preserve cultural heritage. On the contrary, many recent earthquakes have demonstrated the high vulnerability of this type of structures. The high nonlinear masonry behaviour requires ad hoc refined finite element numerical models, whose complexity and computational costs are generally unsuitable for practical applications. For these reasons, several authors proposed simplified numerical strategies to be used in engineering practice. However, most of these alternative methods are oversimplified being based on the assumption of in-plane behaviour of masonry walls. Moreover, they cannot be used for modelling the monumental structures for which the interaction between plane and out-plane behaviour governs the structural response. Recently, an innovative discrete-modelling approach for the simulation of both in-plane and out of-plane response of masonry structures was proposed and applied to study several typologies of historic structures. In this paper the latter model is applied with reference to a real case study, and numerically compared with an advanced finite element modelling. The method is applied to the St.Venerio church in Reggiolo (Italy), damaged during the 2012 Emilia-Romagna earthquake and numerically investigated in the literature.

키워드

참고문헌

  1. 3DMacro (computer program for the seismic assessment of masonry buildings), Release 3.0 (2014), Gruppo Sismica s.r.l., Catania, Italy, www.3dmacro.it.
  2. Andreini, M., De Falco, A., Giresini, L. and Sassu, M. (2014), "Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna", Bull. Earthq. Eng., 12(5), 2445-2480. https://doi.org/10.1007/s10518-014-9660-7
  3. Araujo, A., Lourenco, P.B., Oliveira, D. and Leite, J. (2012), "Seismic assessment of St James Church by means of pushover analysis - before and after the New Zealand earthquake", Open Civ. Eng. J., 6, 160-172. https://doi.org/10.2174/1874149501206010160
  4. Asteris, P.G., Chronopoulos, M.P., Chrysostomou, C.Z., Varum, H., Plevris, V., Kyriakides, N. and Silva, V. (2014), "Seismic vulnerability assessment of historical masonry structural systems", Eng. Struct., 62-63, 118-134. https://doi.org/10.1016/j.engstruct.2014.01.031
  5. Barbieri, G., Biolzi, L., Bocciarelli, M., Fregonese, L. and Frigeri, A. (2013), "Assessing the seismic vulnerability of a historical building", Eng. Struct., 57, 523-535. https://doi.org/10.1016/j.engstruct.2013.09.045
  6. Betti, M. and Vignoli, A. (2008), "Assessment of seismic resistance of a basilica-type church under earthquake loading: Modelling and analysis", Adv. Eng. Soft., 39(4), 258-283. https://doi.org/10.1016/j.advengsoft.2007.01.004
  7. Betti, M. and Vignoli, A. (2011), "Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all'Impruneta (Italy)", Construct. Build. Mater., 25(12), 4308-4324. https://doi.org/10.1016/j.conbuildmat.2010.12.028
  8. Caddemi, S., Calio, I., Cannizzaro, F., Occhipinti, G. and Panto, B. (2015), "A parsimonious discrete model for the seismic assessment of monumental structures", Proceedings of the 15th International Conference on Civil, Structural and Environmental Engineering Computing, Prague, Czech Republic, September.
  9. Caddemi, S., Calio, I., Cannizzaro, F. and Panto, B. (2014), "The seismic assessment of historical masonry structures", Proceedings of the 14th International Conference on Civil, Structural and Environmental Engineering Computing, Naples, Italy, September.
  10. Calio, I., Marletta, M. and Panto, B. (2012), "A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings", Eng. Struct., 40, 327-338. https://doi.org/10.1016/j.engstruct.2012.02.039
  11. Calio, I. and Panto, B. (2014), "A macro-element modelling approach of Infilled Frame Structures", Comput. Struct., 143, 91-107. https://doi.org/10.1016/j.compstruc.2014.07.008
  12. Casapulla C. (2015), "On the resonance conditions of rigid rocking blocks", Int. J. Eng. Technol., 7(2), 760-771.
  13. Casapulla, C. and Argiento, L.U. (2016), "The comparative role of friction in local out-of-plane mechanisms of masonry buildings. Pushover analysis and experimental investigation", Eng. Struct., 126, 158-173. https://doi.org/10.1016/j.engstruct.2016.07.036
  14. Casapulla, C., Jossa, P. and Maione, A. (2010), "Rocking motion of a masonry rigid block under seismic actions: a new strategy based on the progressive correction of the resonance response", Ingegneria Sismica, 27(4), 35-48.
  15. Casolo, S. and Sanjustb, C.A. (2009), "Seismic analysis and strengthening design of a masonry monument by a rigid body spring model: the "Maniace Castle"of Syracuse", Eng. Struct., 31(7), 1447-1459 . https://doi.org/10.1016/j.engstruct.2009.02.030
  16. Doglioni, F., Moretti, A. and Petrini, V. (1994), Le Chiese e i Terremoti (in Italian), Lint Ed., Trieste, Italy.
  17. De Luca, A., Giordano, A. and Mele, E. (2004), "A simplified procedure for assessing the seismic capacity of masonry arches", Eng. Struct., 26(13), 1915-1929. https://doi.org/10.1016/j.engstruct.2004.07.003
  18. Explanatory circular 617 (2009), Istruzioni per l'applicazione delle nuove norme tecniche per le costruzioni di cui al D.M. 14.01.2008 (in Italian, Italian Minister for Infrastructures).
  19. Giresini, L. and Sassu, M. (2016), "Horizontally restrained rocking blocks: evaluation of the role of boundary conditions with static and dynamic approaches", Bull. Earthq. Eng., 15(1), 385-410.
  20. Giresini, L., Fragiacomo, M. and Sassu, M. (2016), "Rocking analysis of masonry walls interacting with roofs", Eng. Struct., 116, 107-120. https://doi.org/10.1016/j.engstruct.2016.02.041
  21. Giresini, L. (2015), "Energy-based method for identifying vulnerable macro-elements in historic masonry churches", Bull. Earthq. Eng., 14(3), 919-942.
  22. Heyman, J. (1999), The Stone Skeleton: Structural Engineering of Masonry Architecture, Cambridge University Press, Cambridge, United Kingdom.
  23. HiStrA (Historical Structure Analysis), release 17.2.3 (2015), HiStrA s.r.l, Catania, Italy, www.histra.it
  24. Lourenco, P.B., Krakowiak, K.J., Fernandes, F.M. and Ramos, L.F. (2007), "Failure analysis of Monastery of Jeronimos, Lisbon: How to learn from sophisticated numerical models", Eng. Fail. Anal., 14(2), 280-300. https://doi.org/10.1016/j.engfailanal.2006.02.002
  25. Lourenco, P.B., Mendes, N., Ramos, L. and Oliveira, D. (2011), "On the analysis of masonry structures without box behavior", Int. J. Arch. Herit., 5(4), 369-382. https://doi.org/10.1080/15583058.2010.528824
  26. Lourenco, P.B., Ramos, L.F., Vasconcelos, G. and Pena, F. (2008), "Monastery of Salzedas (Portugal): Intervention in the cloister and information management", in Structural Analysis of Historic Construction, D'Ayala & Fodde eds., Taylor & Francis Group, London, United Kingdom.
  27. Lourenco, P.B., Trujillo, A., Mendes, N. and Ramos, L.F. (2012), "Seismic performance of the St. George of the Latins church: Lessons learned from studying masonry ruins", Eng. Struct., 40, 501-518. https://doi.org/10.1016/j.engstruct.2012.03.003
  28. Lourenco, P.B., Vasconcelos, G. and Ramos, L.F. (2001), "Assessment of the stability conditions of a Cistercian cloister", Proceedings of the 2nd International Congress Studies in Ancient Structures, Istanbul, Turkey, July.
  29. Marques, R. and Lourenco, P.B. (2011), "Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings", Comput. Struct., 89(21), 2079-2091. https://doi.org/10.1016/j.compstruc.2011.05.021
  30. Marques, R. and Lourenco, P.B. (2014), "Unreinforced and confined masonry buildings in seismic regions: Validation of macro-element models and cost analysis", Eng. Struct., 64, 52-67. https://doi.org/10.1016/j.engstruct.2014.01.014
  31. Mendes, N. and Lourenco, P. (2010), "Seismic assessment of masonry "Gaioleiros" buildings in Lisbon, Portugal", J. Earthq. Eng., 14(1), 80-101. https://doi.org/10.1080/13632460902977474
  32. Milani, G. and Valente, M. (2015a), "Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: non-linear dynamic analyses vs conventional static approaches", Eng. Fail. Anal., 54, 13-56. https://doi.org/10.1016/j.engfailanal.2015.03.016
  33. Milani, G. and Valente, M. (2015b), "Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: possibilities of nonlinear finite elements compared with pre-assigned failure mechanisms", Eng. Fail. Anal., 47, 129-161. https://doi.org/10.1016/j.engfailanal.2014.09.016
  34. Moropoulou, A., Polikreti, K., Ruf, V. and Deodatis, G. (2003), "San Francisco Monastery, Quito, Equador: characterisation of building materials, damage assessment and conservation considerations", J. Cultural Herit., 4(2), 101-108. https://doi.org/10.1016/S1296-2074(03)00021-9
  35. NTC - Decree containing the new Building Code (Norme Tecniche per le Costruzioni - in Italian) (2008), published on the Official Gazette no. 29, Italian Minister for Infrastructures.
  36. Panto, B., Cannizzaro F., Caddemi, S. and Calio, I. (2016), "3D macro-element modelling approach for seismic assessment of historical masonry churches", Adv. Eng. Soft., 97, 40-59. https://doi.org/10.1016/j.advengsoft.2016.02.009
  37. Rovero, L., Alecci, V., Mechelli, J., Tonietti, U. and De Stefano, M. (2016), "Masonry walls with irregular texture of L'Aquila (Italy) seismic area: validation of a method for the evaluation of masonry quality", Mater. Struct., 49(6), 2297-2314. https://doi.org/10.1617/s11527-015-0650-2
  38. Simulia Abaqus CAE 6.12 (2012), User's and Theory Manuals, Dassault Systemes.

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  1. New Frontiers on Seismic Modeling of Masonry Structures vol.3, 2017, https://doi.org/10.3389/fbuil.2017.00039
  2. Experimental and Analytical Investigation on the Corner Failure in Masonry Buildings: Interaction between Rocking-Sliding and Horizontal Flexure pp.1558-3066, 2018, https://doi.org/10.1080/15583058.2018.1529206
  3. Performance of a Far-Field Historical Church during the 2016–2017 Central Italy Earthquakes vol.33, pp.2, 2019, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001273
  4. Assessment of the Seismic Performance of a Historical Building Reinforced with Steel Buttress vol.23, pp.7, 2019, https://doi.org/10.1007/s12205-019-2269-2
  5. Nonlinear Static and Dynamic Analysis of Rocking Masonry Corners Using Rigid Macro-Block Modeling vol.19, pp.11, 2017, https://doi.org/10.1142/s0219455419501372
  6. Effectiveness of diagonal shear reinforcement on reinforced concrete short beams vol.17, pp.5, 2017, https://doi.org/10.12989/eas.2019.17.5.501
  7. Numerical determination of crack width for reinforced concrete deep beams vol.25, pp.3, 2020, https://doi.org/10.12989/cac.2020.25.3.193
  8. Vulnerability and seismic improvement of architectural heritage: the case of Palazzo Murena vol.18, pp.3, 2020, https://doi.org/10.12989/eas.2020.18.3.321
  9. A new replaceable fuse for moment resisting frames: Replaceable bolted reduced beam section connections vol.35, pp.3, 2017, https://doi.org/10.12989/scs.2020.35.3.353
  10. Integrated Cost-Analysis Approach for Seismic and Thermal Improvement of Masonry Building Façades vol.10, pp.8, 2020, https://doi.org/10.3390/buildings10080143
  11. Performance-based Seismic Analysis of Rocking Masonry Façades Using Non-linear Kinematics with Frictional Resistances: A Case Study vol.15, pp.9, 2017, https://doi.org/10.1080/15583058.2019.1674944
  12. Discrete rotating links model for the non-linear torsion−shear behaviour of masonry joints vol.174, pp.4, 2017, https://doi.org/10.1680/jencm.21.00010