Seismic analysis of a masonry cross vault through shaking table tests: the case study of the Dey Mosque in Algiers |
Rossi, Michela
(Department of Civil, Chemical and Environmental Engineering, University of Genoa)
Calderini, Chiara (Department of Civil, Chemical and Environmental Engineering, University of Genoa) Roselli, Ivan (ENEA - Italian National Agency for New Technologies, Energy and Sustainable Economic Development) Mongelli, Marialuisa (ENEA - Italian National Agency for New Technologies, Energy and Sustainable Economic Development) De Canio, Gerardo (ENEA - Italian National Agency for New Technologies, Energy and Sustainable Economic Development) Lagomarsino, Sergio (Department of Civil, Chemical and Environmental Engineering, University of Genoa) |
1 | Theodossopoulos, D., Makoond, N. and Akl, L. (2016), "The effect of boundary conditions on the behaviour of pointed masonry barrel vaults: late gothic cases in Scotland", Open Constr. Build. Tech. J., 10(2), 274-292. http://10.2174/1874836801610010274. DOI |
2 | Theodossopoulos, D., Sinha, B.P., Usmani, A S. and Macdonald, A.J. (2002), "Assessment of the structural response of masonry cross vaults", Strain, 38(3), 119-127. https://doi.org/10.1046/j.0039-2103.2002.00021.x. DOI |
3 | Tralli, A., Alessandri, C. and Milani, G. (2014), "Computational methods for masonry vaults: a review of recent results", Open Civil Eng. J., 8(1), 272-287. http://hdl.handle.net/11311/883050. DOI |
4 | Van Mele, T., McInerney, J., DeJong, M. and Block, P. (2012), "Physical and Computational Discrete Modelling of Masonry Vault Collapse", Proceedings of 8th International Conference on Structural Analysis of Historical Constructions, Wroclaw, Poland, October. |
5 | Abdessemed-Foufa, A. (2012), "Visual screening for a potential evaluation of seismic vulnerability of historical building: Palace of the Dey (Citadel of Algiers)", WIT Transac. Built Envir., 123, 119-123. DOI |
6 | Abdessemed Foufa, A., Terki, Y. and Benouar, D. (2015), Case Study: Local Seismic Culture in Vernacular Architecture in Algeria, in Seismic Retrofitting: Learning from Vernacular Architecture, CRC Press, London, U.K. |
7 | Atamturktur, S., Pavic, A., Reynolds, P. and Boothby, T. (2009), "Full-scale modal testing of vaulted gothic churches: lessons learned", Exp. Techniq., 33(4), 65-74. https://doi.org/10.1111/j.1747-1567.2009.00523.x. DOI |
8 | Cangi, G. (2005), Manuale Del Recupero Strutturale e Antisismico, Manuali per l'edilizia, Italy. |
9 | Boothby, T.E. (2001), "Analysis of masonry arches and vaults", Prog. Struct. Eng. Mater., 3(3), 246-256. https://doi.org/10.1002/pse.84. DOI |
10 | Calvo Barentin, C., Van Mele, T. and Block, P. (2017), "Robotically controlled scale-model testing of masonry vault collapse", Meccanica, 53(7), 1917-1929. https://doi.org/10.1007/s11012-017-0762-6. DOI |
11 | De Canio, G., de Felice, G., De Santis, S., Giocoli, A., Mongelli, M., Paolacci, F. and Roselli, I. (2016), "Passive 3D motion optical data in shaking table tests of a SRG-reinforced masonry wall", Earthq. Struct., 40(1), 53-71. http://dx.doi.org/10.12989/eas.2016.10.1.053. |
12 | Cattari, S., Resemini, S. and Lagomarsino, S. (2008), "Modelling of vaults as equivalent diaphragms in 3D seismic analysis of masonry buildings", Proceedings of the Sixth International Conference on Structural Analysis of Historic Construction, Bath, U.K, July. |
13 | Ceradini, V. (1996), "Modelli sperimentali di volte", In Atti del Convegno Nazionale La Meccanica delle Murature tra Teoria e Progetto, Messina, Italy, September. |
14 | Conte, C., Rainieri, C., Aiello, M.A. and Fabbrocino, G. (2011), "On-site assessment of masonry vaults: Dynamic tests and numerical analysis", Geofizika, 28(1), 127-134. https://hrcak.srce.hr/70837. |
15 | De Canio, G., Mongelli, M. and Roselli, I. (2013), "3D motion capture application to seismic tests at ENEA Casaccia research center: 3Dvision system and DySCo virtual lab", WIT Trans. Built Enviro., 134, 803-814. |
16 | Gurrieri, F. (1999), Manuale Per la Riabilitazione e Ricostruzione Post-Sismica Degli Edifici, DEI, Rome, Italy. |
17 | De Canio, G., Mongelli, M., Tati, A., Roselli, I., Giocoli, A. and Rinaldis, D. (2015), "Structural monitoring of the columns at the Cathedral of Orvieto", Proceedings. of 7th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-7), Turin, Italy, July. |
18 | Gaetani, A., Monti, G., Lourenco, P.B. and Marcari, G. (2016), "Design and analysis of cross vaults along history", Int. J. Arch. Heritage, 10(7), 841-856. https://doi.org/10.1080/15583058.2015.1132020. DOI |
19 | Giamundo, V., Lignola, G.P., Maddaloni, G., Balsamo, A., Prota, A. and Manfredi, G. (2015), "Experimental investigation of the seismic performances of IMG reinforcement on curved masonry elements", Compos. Part B: Eng., 70, 53-63. https://doi.org/10.1016/j.compositesb.2014.10.039. DOI |
20 | Giresini, L., Sassu, M., Butenweg, C., Alecci, V. and De Stefano, M. (2017), "Vault macro-element with equivalent trusses in global seismic analyses", Earthq. Struct., 12(4), 409-423. http://doi.org/10.12989/eas.2017.12.4.409. DOI |
21 | Huerta, S. (2004), Arcos, Bovedas y Cupulas. Geometria y Equilibrio en el Calculo Tradicional de Estructuras de Fabrica, Institute Juan Herrera, Madrid, Spain. |
22 | Huerta, S. (2008), "The analysis of masonry architecture: a historical approach", Arch. Sci. Rev., 51(4), 297-328. https://doi.org/10.3763/asre.2008.5136. DOI |
23 | Lagomarsino, S., Penna, A., Galasco, A. and Cattari, S. (2013), "TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings", Eng. Struct., 56, 1787-1799. https://doi.org/10.1016/j.engstruct.2013.08.002. DOI |
24 | Roselli, I., Mongelli, M., Tati, A. and De Canio, G. (2015), "Analysis of 3D motion data from shaking table tests on a scaled model of Hagia Irene", Key Eng. Mater., 624, 66-73. https://doi.org/10.4028/www.scientific.net/KEM.624.66. DOI |
25 | OPCM (2017), "Misure per il ripristino con miglioramento sismico e la ricostruzione di immobili ad uso abitativo gravemente danneggiati o distrutti dagli eventi sismici verificatisi a far data dal 24 agosto", Report No. 143, Gazzetta Ufficiale, Rome, Italy. |
26 | Quinonez, A., Zessin, J., Nutzel, A. and Ochsendorf, J. (2010), "Small-scale models for testing masonry structures", Adv. Mater. Res., 133, 497-502 https://doi.org/10.4028/www.scientific.net/AMR.133-134.497. DOI |
27 | Ramaglia, G., Lignola, G.P. and Prota, A. (2016), "Collapse analysis of slender masonry barrel vaults", Eng. Struct., 117(15), 86-100. https://doi.org/10.1016/j.engstruct.2016.03.016. DOI |
28 | Rossi, M., Calvo Barentin, C., Van Mele, T. and Block, P. (2017), "Experimental study on the behaviour of masonry pavilion vaults on spreading supports", Struct, 11, 110-120. https://doi.org/10.1016/j.istruc.2017.04.008. DOI |
29 | Rossi, M., Calderini, C. and Lagomarsino, S. (2015), "Seismic Response of Masonry Cross vaults: Experimental Tests and Definition of a Macroelement Model", Atti Del 16th Convegno ANIDIS, L'Aquila, Italy, September. |
30 | Rossi, M., Calderini, C. and Lagomarsino, S. (2016), "Experimental testing of the seismic in-plane displacement capacity of masonry cross vaults through a scale model", Bull. Earq. Eng., 14(1), 261-281. https://doi.org/10.1007/s10518-015-9815-1. DOI |
31 | Shapiro, E.E. (2012), "Collapse mechanisms of small-scale unreinforced masonry vaults", MsC Dissertation, Massachussets Institute of Technology, Massachussets, U.S.A. |