Abstract
UnReinforced Masonry (URM) structures experience severe damage due to in-plane and out-of-plane mechanisms when subjected to seismic actions. The assessment of the seismic vulnerability of URM generally requires complex analytical procedures consisting of the application of sophisticated numerical models. However, these models may request a high computational effort or may present an over-simplified scheme, mainly when the out-of-plane mechanisms are neglected. In this sense, a 3-dimensional macro-element model is here used for a preliminary assessment of the seismic vulnerability of a URM prototype characterized by an out-of-plane collapse mechanism. In this paper, the seismic vulnerability of this type of constructions is investigated by means of fragility functions in accordance with specific damage states and a given seismic input. The structural safety assessment was conducted by means of time history analyses with a limited computational effort. In addition, the evaluation of the limit states is here performed by means of an alternative approach named as Capacity Dominium based on the application of nonlinear static analyses.
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References
Cundall PA (1971) A computer model for simulating progressive large scale movements in blocky rock systems. In: Symposium on rock fracture (ISRM), Nancy, France
Rota M, Penna A, Magenes G (2010) A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses. Eng Struct 32:1312–1323
D’Ayala D (2005) Force and displacement based vulnerability assessment for traditional buildings. Bull Earthq Eng 3:235–265
Cattari S, Frumento S, Lagomarsino S, Parodi S, Resemini S (2006) Multi-level procedure for the seismic vulnerability assessment of masonry buildings: the case of Sanremo (North-Western Italy). In: 1st european conference on earthquake engineering and seismology (ECEES), Geneva, Switzerland, 3–8 September 2006
Kappos AJ, Panagopoulos G, Panagiotopoulos C, Penelis G (2006) A hybrid method for the vulnerability assessment of R/C and URM buildings. Bull Earthq Eng 4:421–444
Erberik MA (2008) Generation of fragility curves for Turkish masonry buildings considering in-plane failure modes. Earthq Eng Struct Dyn 37(3):387–405
Park J, Towashiraporn P, Craig JI, Goodno BJ (2009) Seismic fragility analysis of low-rise unreinforced masonry structures. Eng Struct 1:125–137
Cannizzaro F, Pantò B, Lepidi M, Caddemi S, Caliò I (2017) Multi-directional seismic assessment of historical masonry buildings by means of macro-element modelling: application to a building damaged during the L’Aquila earthquake (Italy). Buildings 7(4)
Caliò I, Marletta M, Pantò B (2012) A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings. Eng Struct 40:237–338
Caliò I, Pantò B (2014) A macro-element modelling approach of Infilled Frame Structures. Comput Struct 143:91–107
Pantò B, Cannizzaro F, Caliò I, Lourenço PB (2017) Numerical and experimental validation of a 3D macro-model for the in-plane and out-of-plane behaviour of unreinforced masonry walls. Int J Archit Heritage. https://doi.org/10.1080/15583058.2017.1325539
Takeda T, Sozen MA, Nielsen NN (1970) Reinforced concrete response to simulated earthquakes. J Struct Div 96(12):2557–2573
Turnsek V, Cacovic F (1971) Some experimental result on the strength of brick masonry walls. In: 2nd international brick masonry conference, Stoke-on-Trent, UK, vol 149-56
Cannizzaro F, Lourenço PB (2017) Simulation of shake table tests on out-of-plane masonry buildings. Part (VI): discrete element approach. Int J Archit Heritage 11(1):125–142
Chácara C, Lourenço PB, Cannizzaro F, Pantò B, Caliò I (2017) Seismic assessment of an unreinforced masonry structure subjected to out-of-plane dynamic excitations by means of a discrete macro-modelling approach. In: 3rd international conference on protection of historical constructions, Lisbon, Portugal, 12–15 July
Eurocode 8: Design of structures for earthquake resistance – Part 3: general rules, seismic actions and rules for buildings, Design Code EN 1998-3 (2005), Brussels, Belgium
NZSEE (2006) Assessment and improvement of the structural performance of buildings in earthquakes, New Zealand
ATC, FEMA-306 (1998) Evaluation of earthquake damaged concrete and masonry wall buildings: basic procedures manual, Washington DC, USA
NTC 2008, Decreto Ministeriale 14/1/2008 (2008) Norme tecniche per le costruzioni. Ministry of Infrastructures and Transportations
NP EN 196-8, Eurocode 8 (2010) Design of structures for earthquake resistance Part 1: general rules, seismic actions and rules for buildings-Portuguese Institute for Quality, Portugal
Gasparini DA, Vanmarcke EH (1976) SIMQKE, a program for artificial motion generation: user’s manual and documentation. Department of Civil Engineering, MIT, USA
Mendes L (2008) LNEC-SPA: signal processing and analysis tools for civil engineers. Portugal Patent, Lisbon
Acknowledgments
The first author gratefully acknowledges the financial support of the Peruvian Institution Innovate Perú/FINCyT (Fondo para la Innovación, Ciencia y Tecnología) through the PhD grant BECA-1-P-078-13.
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Chácara, C., Lourenço, P.B., Cannizzaro, F., Pantò, B., Caliò, I. (2019). Assessment of the Seismic Vulnerability of an Unreinforced Masonry Structure Based on Discrete-Macro Dynamic Analyses. In: Aguilar, R., Torrealva, D., Moreira, S., Pando, M.A., Ramos, L.F. (eds) Structural Analysis of Historical Constructions. RILEM Bookseries, vol 18. Springer, Cham. https://doi.org/10.1007/978-3-319-99441-3_130
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DOI: https://doi.org/10.1007/978-3-319-99441-3_130
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