PSI - Issue 29

Michela Monaco et al. / Procedia Structural Integrity 29 (2020) 134–141 Michela Monaco et al. / Structural Integrity Procedia 00 (2019) 000 – 000

141

8

and larger numerical analyses. These first analyses show that both frequency and amplitude of the obscilla tion of the marble statue placedon thepedestal are strongly variable with the time, while a moreregular behaviour, with constant frequencyand reduced amplitude can be observed in the absence of pedestal, so tha t a direct placement of thestatue on the floor is preferable. References Black G, 2012. The engaging museum: Developing museums for visitor involvement. Routledge, London, UK. Buonocore, G., Gesualdo, A., Iannuzzo, A., Monaco, M., Savino, M.T., 2014. Improvement of seismic performance of unreinforced masonry buildings using steel frames, Civil-Comp Proceedings, 106. Candlin F, 2017. Rehabilitating unauthorised touch or why museum visitors touch the exhibits. The Senses and Society, 12(3), 251-266. Cerri, G., Pirazzoli, G., Tanganelli, M., Verdiani, G., Rotunno, T., Pintucchi, B., Viti, S., 2018. Seismic Assessment of Artefacts: The Case of Juno’s Fountain of The National Museum of Bargello . IOP Conference Series: Materials Science Engineering, 364(1), 012057. De Matteis, G., Corlito, V., Guadagnuolo, M., Tafuro, A., 2019. Seismic vulnerability ass essment and retrofitting strategies of Italian Masonry Churches of the Alife-Caiazzo Diocese in Caserta. International Journal of Architectural Heritage. DOI: 10.1080/15583058.2019.1594450. Di Egidio, A., De Leo, A.M., Contento, A., 2019. The Use of a Pendulum Dynamic Mass Absorber to Protect a Trilithic Symmetric System from the Overturning, Mathematical Problems in Engineering. FEMA 528, 2014. Earthquake Home Hazard Hunt (Recommendations for reducing earthquake hazards at home). Gesualdo, A., Iannuzzo, A., Modano, M., Monaco, M., 2017. Dynamic behaviour of two stacked rigid blocks, AIMETA 2017 - Proceedings of the 23rd Conference of the Italian Association of Theoretical Applied Mechanics, 4, 778-79. Gesualdo, A., Iannuzzo, A., Monaco, M., Savino, M.T., 2014. Dynamic analysis of freestanding rigid blocks. Civil-Comp Proceedings, 106. Gesualdo, A., Monaco, M., 2010. Seismic vulnerability reduction of existing masonry buildings. Modelling of retrofitting techniques COST ACTION C26: Urban Habitat Constructions under Catastrophic Events - Proceedings of the Final Conference, 853-858. Gesualdo, A., Iannuzzo, A., Monaco, M., Penta, F., 2018a. Rocking of a rigid block freestanding on a flat pedestal, Journal of Zhejiang University Science A, 19(5), 331-345. Gesualdo, A., Iannuzzo, A., Minutolo, V., Monaco, M., 2018b. Rocking of freestanding objects: theoretical and experimental comparisons, Journal of Theoretical and Applied Mechanics-Poland, 56(4), 977-991. Gesualdo, A., Iannuzzo, A., Monaco, M., 2018c. Rocking behaviour of freestanding objects. Journal of Physics: Conference Series, 1141(1), 012091). IOP Publishing. Guadagnuolo, M., Aurilio, M., Iannuzzo, A., Gesualdo, A., Monaco, M., 2019. Seismic protection of statues. A case study. In COMPDYN 2019 7 th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics Earthquake Engineering. Guadagnuolo, M., Paolillo, A., 2012. Territorial seismic safety evaluation and appropriate survey: liberty buildings in Naples. Proceedings of the X Forum Internazionale di Studi “Le Vie dei Mercanti” - Less More Architecture, design, landscape, Aversa-Capri, Italy Housner, W.G., 1963. The behaviour of inverted pendulum structures during earthquake. Bulletin of the Seismological Society of America, 53(2), 403-417. Ishiyama, Y., 1982. Motions of rigid bodies criteria for overturning by earthquake excitations. Earthquake Engineering and Structural Dynamics, 10(5):635-650. Masi, F., Stefanou, I., Vannucci, P., Maffi-Berthier, V., 2019. Rocking response of inverted pendulum structures under blast loading. International Journal of Mechanical Sciences, 157 – 158, 833 – 848. Monaco, M., Guadagnuolo, M., Gesualdo, A., 2014. The role of friction in the seismic risk mitigation of freestanding art objects. Natural Hazards, 73(2), 389-402. Monaco, M., Bergamasco, I., Betti, M., 2018. A no-tension analysis for a brick masonry vault with lunette, Journal of Mechanics of Materials and Structures, 13(5), 703-714. Nardi E, 2008. To be and willing to be in public perception: a survey on “Dürer and Italy” exhibition at the Scuderie del Quirinale. Petrone, C., Di Sarno, L., Magliulo, G., Cosenza, E., 2017. Numerical modelling and fragility assessment of typical freestanding bui lding contents. Bulletin of Earthquake Engineering, 15(4): 1609-1633. Pintucchi, B., Rotunno, T., Tanganelli, M., Viti, S., 2019. Bartolomeo Ammannati’s Fountain: C omparisons Between Different Numerical Models. RILEM Bookseries , 18, 1201-1209. Psycharis, I.N., Papastamatiou, D.Y., Alexandris, A.P., 2000. Parametric investigation of the stability of classical columns under harmonic earthquake excitations. Earthquake Engineering and Structural Dynamics, 29(8):1093-1109. Psycharis, I.N., 1990. Dynamic behaviour of rocking two-block assemblies. Earthquake Engineering and Structural Dynamics, 19(4): 555-575. Spanos, P., Roussis, P.C., Politis, N.P., 2001. Dynamic analysis of stacked rigid blocks. Soil Dynamics and Earthquake Engineering, 21(7): 559 578. Ther, T., Kollár, L.P., 2018. Model for multiblock columns subjected to base excitation. Earthquake Engineering and Structural Dynamics, 47(2): 418-437. Torelli, M., 1999. Paestum Romana , Marsilio Editore, Roma (in Italian). Viti, S., Pintucchi, B., Rotunno, T., Tanganelli, M., 2020. The seismic analysis of Cerere at the Museum of Bargello. Bulletin of Earthquake Engineering, doi: 10.1007/s10518-020-00802-6. Wittich, C.E., Hutchinson, T.C., Wood, R.L., Seracini, M., Kuester, F., 2015. Characterization of full -scale, human-form, culturally important statues: case study. Journal of Computing in Civil Engineering, 30(3): 05015001.