PSI - Issue 44

Laura Giovanna Guidi et al. / Procedia Structural Integrity 44 (2023) 1284–1291 Laura Giovanna Guidi et al. / Structural Integrity Procedia 00 (2022) 000–000

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CEN/TC 340 - Anti-seismic devices. EN 15129:2018. Constantinou, M.C. Kalpakidis, I., Filiatrault, A. and Ecker Lay, R.A. (2011). “LRFD-Based Analysis and Design Procedures for Bridge Bearings and Seismic Isolators”. Tech. rep. MCEER-11-0004. Buffalo (NY): Multisciplinary Center for Earthquake Engineering. . De Luca, A. and Guidi, L.G. (2019). “State of Art on the Worldwide Evolution of Base Isolation Design”. Soil Dynamics and Earthquake Engineering, 125 (2019) 105722. https://doi.org/10.1016/j.soildyn.2019.105722. De Luca, A. and Guidi L.G. (2020). “Base isolation issues in Italy: Integrated Architectural and Structural Design”. Soil Dynamics and Earthquake Engineering, 130 (2020) 105912. https://doi.org/10.1016/j.soildyn.2019.105912. De Luca, A., Guidi, L.G., Brandonisio, G., Ponzo, F.C., (2022). “Horizontal capacity of base isolation rubber devices under large vertical design stress, valued through full-scale tests”. Soil Dynamics and Earthquake Engineering. Volume 159, August 2022, 107264. https://doi.org/10.1016/j.soildyn.2022.107264. Derham, C. J., and Thomas, A. G. (1981). ‘‘The design of seismic isolation bearings.’’ Control of seismic response of piping system and other structures. University of California, Berkeley, Calif., 21–36 Gent, A. N. (1964). ‘‘Elastic stability of rubber compression springs.’’ J. Mech. Engrg. Sci., 6(4), 318–326. Harings, J.A. (1949). “Elastic stability of helical springs at a compression larger than original length”. Philips Research Laboratories, Eindhoven – Netherlands. Appl. Sci. Res. (1949) 1: 417. https://doi.org/10.1007/BF02120345 . Kelly, J. M. (1993). “Earthquake-resistant design with rubber”. 2nd Ed., Springer, New York. Lucibello, G., Montuori, G.M., Brandonisio, G., Mele, E., De Luca, A. (2011) “Comportamento ultimo degli isolatori elastomerici: un confronto con i limiti di impiego imposti dall’attuale quadro normativo”. XIV Convegno ANIDIS 2011. Kelly, J.M.and Konstantinidis, D.A. (2011). “Mechanics of Rubber Bearings for Seismic and Vibration Isolation”. Wiley. Ministero delle Infrastrutture (Italy), Aggiornamento delle norme tecniche per le Costruzioni. D.M. 17/01/2018. Gazzetta Ufficiale No.42 del 20/02/2018. Miyazaki, M.(2008). “The Next generation of seismic isolation. Going beyond seismic design dominated by earthquakes”. Journal of Disaster Research. Vol.3 No.6, pp. 479-502. Montuori, G.M., Mele, E., Marrazzo, G. Brandonisio, G., De Luca, A. (2016). “Stability issues and pressure – shear interaction in elastomeric bearings: the primary role of the secondary shape factor”. Bullettin of Earthquake Engineering, February 2016, Vol. 14, Issue 2, pp. 569 – 597. Naeim, F., Kelly, J.M., (1999). “Design of Seismic Isolated Structures from Theory to Practice”, John Wiley & Sons. Sanchez, J., Masroor, A., Mosqueda, G., Ryan, K. (2013). “Static and Dynamic Stability of Elastomeric Bearings for Seismic Protection of Strucutres”, Journal of Structural Engineering, 2013, 139(7): 1149 – 1159. DOI: 10.1061/(ASCE) ST.1943-541X.0000660. Vemuru, V.S.M., Nagarajaiah, S., Masroor, A., Mosqueda, G. (2014),“Dynamic Lateral Stability of Elastomeric Seismic Isolation Bearings”, Journal of Structural Engineering, ASCE, 140(8): A4014014. Warn, G.P. Whittaker, A.S., Constantinou, M.C. (2007). “Vertical stiffness of Elastomeric and Lead-Rubber Seismic Isolation Bearings”, Journal of Structural Engineering, 2007, 133(9): 1227 – 1236. DOI: 10.1061/(ASCE)0733 – 9445 (2007) 133:9 (1227). Warn, G.P., Whittaker, A.S. (2008). “Vertical Earthquake Loads on Seismic Isolation System in Bridges”, Journal of Structural Engineering, 2008, 134(11): 1696 – 1704. DOI: 10.1061/(ASCE) 0733-9445 (2008)134:11(1696). Weisman J., Warn, G.P. (2012). “Stability of Elastomeric and Lead-Rubber Seismic Isolation Bearings” Journal of Structural Engineering, 2012, 138(2): 215 – 223. DOI: 10.1061/(ASCE)ST.1943-541X.0000459.