PSI - Issue 78

Francesco Martini et al. / Procedia Structural Integrity 78 (2026) 2022–2029

2029

and according to a specific service condition. In the end, it is worth noting that the proposed approach is in its initial stage, for which further developments are required. Acknowledgements The authors gratefully acknowledge the RETURN Extended Partnership and received funding from the European Union Next-GenerationEU (National Recovery and Resilience Plan – NRRP, Mission 4, Component 2, Investment 1.3 – D.D. 1243 2/8/2022, PE0000005). Any opinion expressed in the paper does not necessarily reflect the view of the funder. Bakalis, K., Fragiadakis, M., Vamvatsikos, D. 2017. Surrogate modeling for the seismic performance assessment of liquid storage tanks.Journal of Structural Engineering, 143(4), 04016199. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001667. Brunesi, E., Nascimbene, R., Pagani, M., Beilic, D. 2015. Seismic performance of storage steel tanks during the May 2012 Emilia, Italy, earthquakes. Journal of Performance of Constructed Facilities, 29(5), 04014137. https://doi.org/10.1061/(ASCE)CF.1943-5509.000062 Butenweg, C., Rosin, J., Holler, S. 2017. Analysis of cylindrical granular material silos under seismic excitation. Buildings, 7, 4:61. https://doi.org/ 10.3390/buildings7030061. Durmuş, A., Livaoglu, R. 2015. A simplified 3 DOF model of A FEM model for seismic analysis of a silo containing elastic mate rial accounting for soil–structure interaction. Soil Dynamics and Earthquake Engineering, 77, 1-14. https://doi.org/10.1016/j.soildyn.2015.04.015. EN 1998-4. 2006. Eurocode 8: design of structures for earthquake resistance—part 4: silos, tanks and pipelines, CEN, Brussels Hardin, B.O., Bucklin, R.A., Ross, I.J. 1996. Shear-beam analysis for seismic response of metal wheat bins. Transaction ASAE 39(2):677–687. https://doi.org/10.13031/2013.27552 Holler, S., Meskouris, K. 2006. Granular material silos under dynamic excitation: numerical simulation and experimental validation. Journal of Structural Engineering 132(10):1573–1579. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:10(1573). Janssen, H.A. 1895, Versuche uber getreidedruck in silozellen. Z. ver. deut. Ing., 39, 1045 Khalil, M., Ruggieri, S., Tateo, V., Butenweg, C., Nascimbene, R., Uva, G. 2025. Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach. Soil dynamics and earthquake engineering, 190, 109149. https://doi.org/10.1016/j.soildyn.2024.109149 Khalil, M., Ruggieri, S., Tateo, V., Nascimbene, R., Uva, G. 2024. A numerical procedure to estimate seismic fragility of cylindrical ground supported steel silos containing granular-like material. Bulletin of Earthquake Engineering, 21(13), 5915-5947. https://doi.org/10.1007/s10518 023-01751-6 Khalil, M., Ruggieri, S., Uva, G. 2022. Assessment of structural behavior, vulnerability, and risk of industrial silos: state-of-the-art and recent research trends. Applied Science. https://doi.org/10.3390/APP12063006 Mansour, S., Silvestri, S., Sadowski, A.J. 2022. The ‘miniature silo’ test: a simple experimental setup to estimate the effective friction coefficient between the granular solid and a horizontally-corrugated cylindrical metal silo wall. Powder Technololy, 399:117212. https://doi.org/10.1016/j.powtec.2022.117212 Mehretehran, A.M., Maleki, S. 2018. 3D buckling assessment of cylindrical steel silos of uniform thickness under seismic action. Thin-Walled Structures, 131:654–667. https://doi.org/10.1016/J.TWS.2018.07.040. Merino Vela, R.J., Brunesi, E., Nascimbene, R. 2019. Seismic assessment of an industrial frame-tank system: development of fragility functions. Bulletin of Earthquake Engineering, 17(5):2569–2602. https://doi.org/10.1007/s10518-018-00548-2 Nateghi, F., Yakhchalian, M. 2012. Seismic behavior of silos with different height to diameter ratios considering granular material-structure interaction. International Journal of Engineering 25(1(B)):25–35. https://doi.org/10.5829/idosi.ije.2012.25.01b.04. Paolacci F., Giannini R., De Angelis M. 2012. Analysis of the seismic risk of major-hazard industrial plants and applicability of innovative seismic protection systems. www.intechopen.com Pieraccini, L., Silvestri, S., Trombetti, T. 2015. Refinements to the Silvestri’s theory for the evaluation of the seismic actions in flat-bottom silos containing grain-like material. Bull Earthquake Eng 13, 3493–3525. https://doi.org/10.1007/s10518-015-9786-2 Sasaki, Y., Yoshimura, J. 1992. Dynamic discrete modeling and computer simulation of seismic response of concrete stave silos with structural discontinuity. In: Earthquake engineering. proceedings of the tenth world conference, pp 5065–6070 Shimamoto, A., Kodama, M., Yamamura, M. 1984. Vibration tests for scale model of cylindrical coal storing silo. In: Proceedings of the 8th world conference on earthquake engineering, vol 5, pp 287–294. Silvestri, S., Gasparini, G., Trombetti, T., Foti, D. 2012. On the evaluation of the horizontal forces produced by grain-like material inside silos during earthquakes. Bulletin of Earthquake Engineering, 10(5):1535–1560. https://doi.org/10.1007/s10518-012-9370-y References

Made with FlippingBook Digital Proposal Maker