Open Access
Issue |
MATEC Web Conf.
Volume 403, 2024
SUBLime Conference 2024 – Towards the Next Generation of Sustainable Masonry Systems: Mortars, Renders, Plasters and Other Challenges
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Article Number | 05001 | |
Number of page(s) | 11 | |
Section | Structural and Functional Performance | |
DOI | https://doi.org/10.1051/matecconf/202440305001 | |
Published online | 16 September 2024 |
- M. Dolsek, Incremental dynamic analysis with consideration of modeling uncertainties, Earthq. Eng. Struct. Dyn., 38, 6 (2009). https://doi.org/10.1002/EQE.869 [Google Scholar]
- S. Saloustros, L. Pelà, F. R. Contrafatto, P. Roca, and I. Petromichelakis, Analytical Derivation of Seismic Fragility Curves for Historical Masonry Structures Based on Stochastic Analysis of Uncertain Material Parameters, Int. J. Archit. Herit., 13, 7 (2019). https://doi.org/10.1080/15583058.2019.1638992 [Google Scholar]
- I. Tomić, F. Vanin, and K. Beyer, Uncertainties in the Seismic Assessment of Historical Masonry Buildings, Appl. Sci., 11, 5 (2021). https://doi.org/10.3390/APP11052280 [Google Scholar]
- L. C. M. da Silva, G. Milani, and P. B. Lourenço, Probabilistic-based discrete model for the seismic fragility assessment of masonry structures, Structures, 52 (2023). https://doi.org/10.1016/J.ISTRUC.2023.04.015 [Google Scholar]
- Federal Emergency Management Agency (FEMA), Pre-standard and commentary for the seismic rehabilitation of buildings, FEMA 356 (2000). [Google Scholar]
- C. A. Cornell, F. Jalayer, R. O. Hamburger, and D. A. Foutch, Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines, J. Struct. Eng., 128, 4 (2002). https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(526) [CrossRef] [Google Scholar]
- CNR-DT 212/2013, Guide for the Probabilistic Assessment of the Seismic Safety of Existing Buildings (2014). [Google Scholar]
- CEN/TC250, Eurocode 8: Design of structures for earthquake resistance – Part 3: Assessment and retrofitting of buildings (EN 1998-3) (2005). [Google Scholar]
- M. delle I. e dei T.MIT, Circolare 21 gennaio 2019, Istruzioni per l’applicazione dell’Aggiornamento delle ‘Norme tecniche per le costruzioni’ di cui al decreto ministeriale 17/1/2018 (2019). [Google Scholar]
- M. Tondelli, M. Rota, A. Penna, and G. Magenes, Evaluation of uncertainties in the seismic assessment of existing masonry buildings, J. Earthq. Eng., 16, Issue sup1 (2012). https://doi.org/10.1080/13632469.2012.670578 [CrossRef] [Google Scholar]
- G. Rota, M.; Penna, A.; Magenes, A framework for the seismic assessment of existing masonry buildings accounting for different sources of uncertainty, Earthq. Eng. Struct. Dyn., 43 (2014). https://doi.org/10.1002/eqe.2386 [Google Scholar]
- S. Cattari, S. Lagomarsino, V. Bosiljkov, and D. D’Ayala, Sensitivity analysis for setting up the investigation protocol and defining proper confidence factors for masonry buildings, Bull. Earthq. Eng., 13, 1 (2015). https://doi.org/10.1007/S10518-014-9648-3 [Google Scholar]
- P. Franchin and T. Pagnoni, A General Model of Resistance Partial Factors for Seismic Assessment and Retrofit, 16th Eur. Conf. Earthq. Eng. (2018). [Google Scholar]
- J. Haddad, S. Cattari, and S. Lagomarsino, Use of the model parameter sensitivity analysis for the probabilistic-based seismic assessment of existing buildings, Bull. Earthq. Eng., 17, 4 (2019). https://doi.org/10.1007/s10518-018-0520-8 [Google Scholar]
- CEN/TC250, Eurocode - Basis of structural and geotechnical design (EN 1990:2023) (2023). [Google Scholar]
- R. Caspeele, M. Sykora, D. L. Allaix, and R. Steenbergen, The design value method and Adjusted Partial Factor Approach for existing structures, Struct. Eng. Int. J. Int. Assoc. Bridg. Struct. Eng., 23, 4 (2013). https://doi.org/10.2749/101686613X13627347100194 [Google Scholar]
- N. Mojsilović and M. G. Stewart, Probability and structural reliability assessment of mortar joint thickness in load-bearing masonry walls, Struct. Saf., 52 (2015).https://doi.org/10.1016/J.STRUSAFE.2014.02.005 [Google Scholar]
- J. Li, M. G. Stewart, M. J. Masia, and S. J. Lawrence, Spatial Correlation of Material Properties and Structural Strength of Masonry in Horizontal Bending, J. Struct. Eng., 142, 11 (2016). https://doi.org/10.1061/(ASCE)ST.1943-541X.0001488 [Google Scholar]
- S. Jafari, Material characterisation of existing masonry: A strategy to determine strength, stiffness and toughness properties for structural analysis, Ph.D. thesis, Delft University of Technology, Netherlands (2021). [Google Scholar]
- D. Müller, Probabilistic Assessment of Existing Masonry Structures – The Influence of Spatially Variable Material Properties and a Bayesian Method for Determining Structure-Specific Partial Factors, Ph.D. thesis, Technische Universität Darmstadt (2022) [Google Scholar]
- ISO/TC98/SC2, General principles on reliability for structures (ISO 2394) (2015). [Google Scholar]
- G. König and D. Hosser, The simplified level II method and its application on the derivation of safety elements for level I (1982). [Google Scholar]
- I. Papaioannou and D. Straub, Variance-based reliability sensitivity analysis and the FORM α-factors, Reliab. Eng. Syst. Saf., 210 (2021) https://doi.org/10.1016/j.ress.2021.107496 [Google Scholar]
- NEN 8700:2011, Assessment of existing structures in case of reconstruction and disapproval - Basic rules (2011) [Google Scholar]
- M. C. Griffith, N. T. K. Lam, J. L. Wilson, and K. Doherty, Experimental Investigation of Unreinforced Brick Masonry Walls in Flexure, J. Struct. Eng., 130, 3 (2004) https://doi.org/10.1061/(ASCE)0733-9445(2004)130:3(423) [CrossRef] [Google Scholar]
- F. Graziotti, U. Tomassetti, S. Sharma, L. Grottoli, and G. Magenes, Experimental response of URM single leaf and cavity walls in out-of-plane two-way bending generated by seismic excitation, Constr. Build. Mater., 195 (2019) https://doi.org/10.1016/J.CONBUILDMAT.2018.10.076 [Google Scholar]
- F. J. Vecchio and Mi. P. Collins, The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear, ACI J., 83, 2 (1986). https://doi.org/10.14359/10416 [Google Scholar]
- I. Caliò, M. Marletta, and B. Pantò, A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings, Eng. Struct., 40 (2012). https://doi.org/10.1016/J.ENGSTRUCT.2012.02.039 [Google Scholar]
- V. Turnšek and F. Čačovič, Some experimental results on the strength of brick masonry walls, Proc. 2nd Int. Brick Mason. Conf. (1971). [Google Scholar]
- JCSS, Probabilistic Model Code - Part 3: Resistance Models (2011). [Google Scholar]
- CEN/TC250, Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings (EN 1998-1) (2004). [Google Scholar]
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