PSI - Issue 44

Maria Zucconi et al. / Procedia Structural Integrity 44 (2023) 315–322 Maria Zucconi et al. / Structural Integrity Procedia 00 (2022) 000–000

322 8

2021: pp. 1085–1096. doi:10.7712/120121.8547.19299.

[14] G.J. O’Reilly, T.J. Sullivan, Modeling Techniques for the Seismic Assessment of the Existing Italian RC Frame Structures, J. Earthq. Eng. 23 (2019). doi:10.1080/13632469.2017.1360224. [15] M. Sabene, M. Zucconi, B. Ferracuti, S. Pampanin, Open Issues on Testing and Modeling Existing RC Beam- Column Joints, in: AIP Conference Proceeding (Ed.), ICNAAM 2019 - 17th Int. Conf. Numer. Anal. Appl. Math., Rhodes, September 23-28, 2019: pp. 5–8. [16] G.M. Calvi, G. Magenes, S. Pampanin, Relevance of beam-column joint damage and collapse in RC frame assessment, J. Earthq. Eng. 6 (2002) 75–100. doi:10.1080/13632460209350433. [17] S. Pampanin, G.M. Calvi, Seismic behaviour of R.C. Beam-column joints designed for gravity loads, 12th Eur. Conf. Earthq. Eng. 726 (2002) 1–10. [18] J.G. Ruiz-Pinilla, J.M. Adam, R. Pérez-Cárcel, J. Yuste, J.J. Moragues, Learning from RC building structures damaged by the earthquake in Lorca, Spain, in 2011, Eng. Fail. Anal. 68 (2016) 76–86. doi:10.1016/j.engfailanal.2016.05.013. [19] M. Zucconi, M. Sabene, S. Pampanin, B. Ferracuti, Seismic assessment of a RC frame building designed for gravity loads including joint deformation capacity model, in: F. Gatuingt, J.-M. Torrenti (Eds.), Proc. 13th Fib Int. PhD Symp. Civ. Eng., Marne-la-Vallée, Paris, France, 2021: pp. 218–225. [20] Ministero infrastrutture e trasporti, Regio Decreto 16/11/1939 n. 2229 - Norme per la esecuzione delle opere in conglomerato cementizio semplice od armato (In Italian), (1939). [21] Ministero infrastrutture e trasporti, Aggiornamento delle Norme tecniche per le costruzioni, di cui al Decreto 17 gennaio 2018 (In Italian), (2018). [22] P.C. Nguyen, T.T. Tran, T. Nghia-Nguyen, Nonlinear time-history earthquake analysis for steel frames, Heliyon. 7 (2021). doi:10.1016/j.heliyon.2021.e06832. [23] S. Pampanin, G. Magenes, A. Carr, Modelling of shear hinge mechanism in poorly detailed RC beam-column joints, Proc. Fib Symp. 2003 Concr. Struct. Seism. Reg. (2003) 126–127. [24] Ministerial Decree (D.M.) 17.01.2018, Norme Tecniche per le Costruzioni (NTC 2018), 2018. [25] Pacific Earthquake Engineering Research Center (PEER), PEER Ground Motion Database, (2016). http://ngawest2.berkeley.edu. [26] J.W. Baker, T. Lin, S.K. Shahi, N. Jayaram, New Ground Motion Selection Procedures and Selected Motions for the PEER Transportation Research Program, Berkeley, CA, USA, 2011. [27] FEMA P-58-1, Seismic Performance Assessment of Buildings - methodology, Federal Emergency Management Agency, 2012. [28] D. Cardone, G. Perrone, Damage and Loss Assessment of Pre-70 RC Frame Buildings with FEMA P-58, J. Earthq. Eng. 21 (2017) 23– 61. doi:10.1080/13632469.2016.1149893. [29] F. Romano, M. Faggella, R. Gigliotti, M. Zucconi, B. Ferracuti, Comparative seismic loss analysis of an existing non-ductile RC building based on element fragility functions proposals, Eng. Struct. 177 (2018) 707–723. doi:10.1016/j.engstruct.2018.08.005. [30] X. Lu, Y. Tian, Z. Xu, C. Xiong, A new urban earthquake disaster simulation method: City-scale nonlinear time-history analysis, Kexue Tongbao/Chinese Sci. Bull. 65 (2020). doi:10.1360/TB-2019-0679. [31] FEMA P-58-2, Seismic performance assessment of buildings - Implementation guide, Federal Emergency Management Agency, 2012.

Made with FlippingBook flipbook maker