PSI - Issue 44

Gianluca Quinci et al. / Procedia Structural Integrity 44 (2023) 251–258

258

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Gianluca Quinci et al. / Structural Integrity Procedia 00 (2022) 000–000

doi:https://doi.org/10.1016/j.jlp.2017.12.013.Brunesi E, Nascimbene R, Pagani M, Beilic D. Seismic Performance of Storage Steel Tanks during the May 2012 Emilia, Italy, Earthquakes. Journal of Performance of Constructed Facilities 2015. doi: 10.1061/(ASCE)CF.1943-5509 Bursi O, Reza MS, Abbiati G, Paolacci F. Performance-Based Earthquake Evaluation of a Full-Scale Petrochemical Piping System. Journal of Loss Prevention in the Process Industries 2015; 33. doi: 10.1016/j.jlp.2014.11.004 Butenweg C., Bursi O. S., Paolacci F., Marinković M., Lanese I., Nardin C., Quinci G., Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing, Engineering Structures, Volume 243, 2021, https://doi.org/10.1016/j.engstruct.2021.112681. Cornell CA. Calculating Building Seismic Performance Reliability: A Basis for Multi-Level Design Norms. 11 WCEE. Eleventh World Conference on Earthquake Engineering. Paper No. 2122. Acapulco, Mexico, June 23-28, 1996. 1996Filiatrault A, Christopoulos C, Stearns C. Guidelines, specifications and seismic performance characterization of nonstructural building components and equipment. PEER Report 2002/05, University of California, Berkeley, CA 2001. Giannini R., Paolacci F., Phan H.N., Corritore D., Quinci G., A novel framework for seismic risk assessment of structure, Earthquake Enginnering and Structural Dynamics (2022), submitted.Masi A, Chiauzzi L, Santarsiero G, et a. Seismic response of RC buildings during the Mw 6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study. Bulletin of Earthquake Engineering 2019; 17: 5631–5654 Nardin, C., Bursi, OS, Paolacci, F, Pavese, A, Quinci, G Experimental performance of a multi-storey braced frame structure with non-structural industrial components subjected to synthetic ground motions. Earthquake Engng Struct Dyn. 2022; 51: 2113– 2136. https://doi.org/10.1002/eqe.3656NIST GCR 18-917-43. Recommendations for Improved Seismic Performance of Non-Structural Components. 2018. Necci A., Cozzani V., Spadoni G., Khanb F., Assessment of domino effect: State of the art and research needs., Reliability Engineering & System Safety 3–18,2015, doi:https://doi.org/10.1016/j.ress.2015.05.017 Reza M. S., Bursi O. S., Paolacci F., Kumar A., Enhanced seismic performance of non-standard bolted flange joints for petrochemical piping systems, Journal of Loss Prevention in the Process Industries 30 (2014). doi:10.1016/j.jlp.2014.05.011.Paolacci F., Quinci G., Nardin C., Vezzari V., Marino A., Ciucci M., Bolted flange joints equipped with FBG sensors in industrial piping systems subjected to seismic loads, Journal of Loss Prevention in the Process Industries, Volume 72, 2021 https://doi.org/10.1016/j.jlp.2021.104576. Vathi M., Karamanos S., Kapogiannis I., Spiliopoulos K., Performance criteria for liquid storage tanks and piping systems subjected to seismic loading, Journal of pressure vessel technology (2017). doi:10.1115/1.4036916. Vathi M, Karamanos S, Kapogiannis I, Spiliopoulos K. Performance Criteria for Liquid Storage Tanks and Piping Systems Subjected to Seismic Loading. Journal of Pressure Vessel Technology 2017; 139 doi: 10.1115/1.40369165