A New Passive Seismic Control Device for Protection of Structures under Anomalous Seismic Events

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In this paper, the possibility offered by the Base Isolation System, designed according to the strategy of limitation seismic force, in order to ensure a significant level of robustness to the isolated superstructure, has been analyzed. In according to the strategy of limitation seismic force, a new seismic isolator called HDHSI (High Damping Hybrid Seismic Isolator) is proposed, obtained by the assembly in series of a LRB (Lead Rubber Bearing) and a FS (Friction Slider) with high friction coefficient. The HDHSI device is in contrast to the R-FBI (Resilient-Friction Base Isolation) isolator and is the optimization of the EDF (Electricité De France) system. A modeling with HDHSI devise has been presented by using nonlinear finite elements NLlink (Nonlinear link) and nonlinear dynamic analysis for a SDOF system with harmonic force, in order to characterize the cycle-hysteretic behavior of the device for different levels of shear deformation, are performed. Nonlinear dynamic analysis for a RC structure, base isolated by the proposed devices, are performed. As seismic actions, have been adopted the following registrations: an anomalous earthquakes for intensity and in particular El Centro earthquake (N00W component, 1940) with different amplification factors; an anomalous earthquake for frequency content and in particular Erzincan earthquake (N90W component, 1992).

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651-656

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July 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] R. Gueraud, J.P. Noel-Leroux, M. Livolant and A.P. Michalopoulos, "Seismic isolation using sliding elastomer bearing pads", Nuclear Engineering and Design 84, 1985.

DOI: 10.1016/0029-5493(85)90252-3

Google Scholar

[2] Y.J. Park, Y.K. Wen and A.H-S. Ang, "Random Vibration of Hysteretic Systems under Bi-Directional Ground Motions", Earthquake Engineering and Structural Dynamics, Vol. 14, 1986.

DOI: 10.1002/eqe.4290140405

Google Scholar

[3] Mokha, M.C. Constantinou, A.M. Reinhorn, "Teflon bearings in aseismic base isolation: experimental studies and mathematical modelling", Technical Report No. NCEER-88-0038, National Center for Earthquake Engineering Research. Buffalo, N.Y., 1988.

Google Scholar

[4] Y.B. Yang, T.Y. Lee and I.C. Tsai, "Response of multi-degree-of-freedom structures with sliding supports", Earthquake Engineering & Structural Dynamics, 19, 1990.

DOI: 10.1002/eqe.4290190509

Google Scholar

[5] S. Nagarajaiah, A.M. Reinhorn and M.C. Constantinou, "3D-Basis: Nonlinear Dynamic Analysis of Three-Dimensional Base Isolated Structures: Part II", Technical Report NCEER-91-0005, Nation Center for Earthquake Engineering Research, Buffalo, N.Y., 1991.

Google Scholar

[6] R.S. Jangid, J.M. Kelly, "Base isolation for near-fault motions", Earthquake Engineering & Structural Dynamics Volume 30 Issue 5, 2001.

DOI: 10.1002/eqe.31

Google Scholar

[7] S.K. Park, S.W. Cho, I.W. Lee, "A Comparative Study on Aseismic Performances of Base Isolation Systems for Multi-Span Bridge", ASCE's First Virtual World Congress for Civil Engineering, 2002.

DOI: 10.1016/s0141-0296(02)00020-2

Google Scholar

[8] Clarence W. de Silva, "Vibration and Shock Handbook", Mechanical Engineering Series, CRC Press - Taylor & Francis Group, pp.2204-2214, 2005.

Google Scholar

[9] D. Cancellara, F. Fabbrocino, "Consideration on the linear and nonlinear models of HDRB devices for base isolated multistory frames", XVIII Italian Conference of Theoretic and Applied Mechanics - AIMETA, Brescia, 2007.

Google Scholar

[10] F.Y. Cheng, H. Jiang, K. Lou, "Smart Structures: Innovative Systems for Seismic Response Control", CRC Press, 2008.

Google Scholar

[11] D. Cancellara, M. Pasquino, "Base isolated building with Hybrid Base Isolation System (HDRB & FS in parallel) Linear vs. Nonlinear Dynamic Analysis". Ingegneria Sismica, Anno XXVII, n.3, Patron Editore - Bologna, 2010.

Google Scholar