Onset of Motion of Curved Surface Sliders Used in Seismic-Isolation Systems
Publication: Practice Periodical on Structural Design and Construction
Volume 26, Issue 3
Abstract
Curved surface sliders are generally preferred for the seismic isolation of buildings because of their technical features, such as the fact that the value of the vibration period is theoretically independent of the mass. Given the experimental evidence that indicates that the isolated system did not work under low seismic actions, in this paper, the influence of the static friction on the global behavior of some structures is studied in detail. By adopting a suitable model of friction, the onset of motion is analyzed with reference to simple isolation systems in which the influence of the friction values and its variability among the isolation devices are analyzed. The results pointed out that the behavior of curved surface sliders is not independent of the vertical load and highlights the importance of a suitable choice of the design friction, which must be different for devices with different vertical loads.
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Data Availability Statement
All of the data, models, or code that support the findings of this study are available from the corresponding author on reasonable request.
Acknowledgments
The monitoring of the mentioned building in L’Aquila is part of the Seismic Observatory of Structures project, organized and managed by the Italian Department of the Civil Protection (DPC Osservatorio Sismico delle Strutture-OSS Download Service, http://www.mot1.it/ossdownload).
References
Calvi, P. M., G. Fagà, and G. M. Calvi. 2018. “Historical development of friction-based seismic isolation systems.” Progettazione Sismica 10 (3): 14–30. https://doi.org/10.7414/PS.10.3.13-39.
Clemente, P. 2017. “Seismic isolation: Past, present and the importance of SHM for the future.” J. Civ. Struct. Health Monit. 7 (2): 217–231. https://doi.org/10.1007/s13349-017-0219-6.
Clemente, P., G. Bongiovanni, G. Buffarini, and F. Saitta. 2016. “Experimental analysis of base isolated buildings under low magnitude vibrations.” Int. J. Earthquake Impact Eng. 1 (1–2): 199–223. https://doi.org/10.1504/IJEIE.2016.080033.
Clemente, P., G. Bongiovanni, G. Buffarini, F. Saitta, M. G. Castellano, and F. Scafati. 2019. “Effectiveness of HDRB isolation systems under low energy earthquakes.” Soil Dyn. Earthquake Eng. 118 (Mar): 207–220. https://doi.org/10.1016/j.soildyn.2018.12.018.
Clemente, P., F. Bontempi, and A. Boccamazzo. 2016. “Seismic isolation in masonry buildings: Technological and economic issues.” In Proc., 16th Int. Brick and Block Masonry Conf., IBMAC 2016, edited by C. Modena, F. da Porto, and M. R. Valluzzi, 2207–2215. London: Taylor & Francis.
Clemente, P., and G. Buffarini. 2010. “Base isolation: Design and optimization criteria.” J. Seismic Isolation Prot. Syst. 1 (1): 17–40. https://doi.org/10.2140/siaps.2010.1.17.
Clemente, P., and A. Martelli. 2019. “Seismically isolated buildings in Italy: State-of-the-art review and applications.” Soil Dyn. Earthquake Eng. 119 (Apr): 471–487. https://doi.org/10.1016/j.soildyn.2017.12.029.
Constantinou, M. C., A. Mokha, and A. Reinhorn. 1990. “Teflon bearings in base isolation. II: Modeling.” J. Struct. Eng. 116 (2): 455–474. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:2(455).
Gandelli, E., M. Penati, V. Quaglini, G. Lomiento, E. Miglio, and G. Benzoni. 2019. “A novel OpenSees element for single curved surface sliding isolators.” Soil Dyn. Earthquake Eng. 119 (Apr): 433–453. https://doi.org/10.1016/j.soildyn.2018.01.044.
Lomiento, G., N. Bonessio, and G. Benzoni. 2013. “Friction model for sliding bearings under seismic excitation.” J. Earthquake Eng. 17 (8): 1162–1191. https://doi.org/10.1080/13632469.2013.814611.
Martelli, A., P. Clemente, A. De Stefano, M. Forni, and A. Salvatori. 2014. “Recent development and application of seismic isolation and energy dissipation and conditions for their correct use.” In Vol. 34 of Proc., Perspectives on European Earthquake Engineering and Seismology, 449–488. New York: Springer. https://doi.org/10.1007.978-3-319-07118-3.
Mokha, A., M. C. Constantinou, and A. M. Reinhorn. 1988. Teflon bearings in aseismic base isolation: Experimental studies and mathematical modeling. Buffalo, NY: National Center for Earthquake Engineering Research.
Mostaghel, N., and M. Khodaverdian. 1987. “Dynamics of resilient-friction base isolator (R-FBI).” Earthquake Eng. Struct. Dyn. 15 (3): 379–390. https://doi.org/10.1002/eqe.4290150307.
Naeim, F., and J. M. Kelly. 1999. Design of seismic isolated structures: From theory to practice. New York: Wiley.
Ryan, K. L., and K. Chopra. 2004. “Estimating the seismic displacement of friction pendulum isolators based on nonlinear response history analysis.” Earthquake Eng. Struct. Dyn. 33 (3): 359–373. https://doi.org/10.1002/eqe.355.
Saitta, F., P. Clemente, G. Bongiovanni, G. Buffarini, A. Salvatori, and C. Grossi. 2018. “Base isolation of buildings with curved surface sliders: Basic design criteria and critical issues.” Adv. Civ. Eng. 2018: 14. https://doi.org/10.1155/2018/1569683.
Su, L., G. Ahmadi, and I. G. Tadjbakhsh. 1987. “A comparative study of different base isolators.” In Dynamics of Structures, Proc., Structures Congress ’87, edited by J. M. Roesset, 15–26. Reston, VA: ASCE.
Tripepi, C., and P. Clemente. 2021. “Graphic procedure for the optimum design of elastomeric isolators.” Pract. Period. Struct. Des. Constr. 26 (1): 04020058. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000547.
Zayas, V. A., S. Low, and S. Mahin. 1990. “A simple pendulum technique for achieving seismic isolation.” Earthquake Spectra 6 (2): 317–333. https://doi.org/10.1193/1.1585573.
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© 2021 American Society of Civil Engineers.
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Received: Aug 12, 2020
Accepted: Feb 19, 2021
Published online: Apr 21, 2021
Published in print: Aug 1, 2021
Discussion open until: Sep 21, 2021
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