PSI - Issue 64

Alba Hyseni et al. / Procedia Structural Integrity 64 (2024) 246–253 Alba Hyseni / Structural Integrity Procedia 00 (2019) 000 – 000

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manifestation in its III-stage; when exhibiting a crack patter which is hard to consolidate effectively. It must be remarked that the returning period of the seismic action related to the Damage Limit State (DLS) is equal to 100 years according to the Italian national Design Guidelines, NTC (2018). In this perspective, the proposed CASA-method is aimed to predict the age according to the failure is possible even if in low-seismic zone; so, giving the chance to make the consolidation before the creep can reach the non-turning point . Acknowledgements The first author’s PhD scholarship is awarded by the Italian Ministry for Education, University and Research (MIUR) as part of the programme ‘‘ Dottorati Innovativi a valere sulle risorse FSE REACT-EU, in attuazione del D.M. n. 1061/2021 – azione IV.5 (sulle tematiche green) ” funded by the European Union (Structural Funding PON for Research and Innovation 2014-2020), whose financial support is gratefully acknowledged. This research is carried out under the DPC-ReLUIS 2022-2024 project funded by the Italian Department of Civil Protection. Il presente lavoro è svolto nell’ambito del Progetto DPC -ReLUIS 2022-2024 finanziato dal Dipartimento della Protezione Civile. References Anzani, A., Garavaglia, E., & Binda, L. (2009). Long-term damage of historic masonry: A probabilistic model. Construction and Building Materials, 23(2), 713-724. Anzani, A., Binda, L., Carpinteri, A., Invernizzi, S., & Lacidogna, G. (2010). A multilevel approach for the damage assessment of historic masonry towers. Journal of Cultural Heritage, 11(4), 459-470. Anzani, A., Cardani, G., Condoleo, P., Garavaglia, E., Saisi, A., Tedeschi, C., ... & Valluzzi, M. R. (2018). Understanding of historical masonry for conservation approaches: the contribution of Prof. Luigia Binda to research advancement. Materials and Structures, 51(6), 1-27. Binda, L., Gatti, G., Mangano, G., Poggi, C., & Landriani, G. S. (1992). Collapse of the civic tower of Pavia: a survey of the materials and structure. Masonry International, 6(1), 11-20. Brotóns, V., Ivorra, S., Martínez-Martínez, J., Tomás, R., & Benavente, D. (2013). Study of creep behavior of a calcarenite: San Juliáns stone (Alicante). Materiales de Construcción, 63(312), 581-595. BS EN 1998-1: 2004 (2004): Eurocode 8: Design of structures for earthquake resistance- Part 1: General rules, seismic actions and rules for buildings, British Standards, Bressel, UK. Cornelissen, H., Hordijk, D., & Reinhardt, H. (1986). Experimental determination of crack softening characteristics of normalweight and lightweight. Heron, 31(2), 45-46 D.M. 17/01/2018. Norme Tecniche per le Costruzioni (NTC 2018). Gazzetta Ufficiale, n. 42 del 20/02/2018, Supplemento ordinario n.8. [in Italian]. Heyman, J. (1998). Structural analysis: a historical approach. Cambridge University Press. Hyseni, A., Cascardi, A., Micelli, F., & Aiello, M. A. (2022). Vulnerability analysis of historic masonry tank-tower using the photogrammetric survey: a case study. In REHABEND (pp. 1047-1054). University of Cantabria-Building Technology R&D Group. ISCARSAH. (2003). “International Scientific Committee on the Analysis and Restoration of Structures of Architectural Heritage (ISCARSAH): Principles for the Analysis, Conservation and Structural Restoration of Architectural Heritage.” In Proceedings of the International Council on Monuments and Sites (ICOMOS) 14th General Assembly, Victoria Falls, Zimbabwe, 3 – 6. Midas, F. E. A. (2013). Nonlinear and detail FE analysis system for civil structures. Midas Information Technology Co. Ltd. Ministero dei Trasporti, M. D. I. (2019). CNTC19-Circolare applicativa delle Norme Tecniche delle Costruzioni di cui al DM 17/01/2018 (NTC 2018). Gazzetta Ufficiale, (42). [in Italian]. Mosoarca, M., Onescu, I., Onescu, E., & Anastasiadis, A. (2020). Seismic vulnerability assessment methodology for historic masonry buildings in the near-field areas. Engineering Failure Analysis, 115, 104662. Thorenfeldt, E. (1987). Mechanical properties of high-strength concrete and applications in design. In Symposium Proceedings, Utilization of High Strength Concrete, Norway, 1987. Tomor, A., & Verstrynge, E. (2013). A joint fatigue – creep deterioration model for masonry with acoustic emission-based damage assessment. Construction and building Materials, 43, 575-588. Valente, M., & Milani, G. (2016). Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM. Construction and Building Materials, 108, 74-104. Verstrynge, E., Schueremans, L., Van Gemert, D., & Hendriks, M. A. N. (2011). Modelling and analysis of time-dependent behaviour of historical masonry under high stress levels. Engineering Structures, 33(1), 210-217.