International Journal of Innovative Research in Engineering and Management
Year: 2016, Volume: 4, Issue: 4
First page : ( 117) Last page : ( 123)
Online ISSN : 2350-0557.
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Ming-Chih Huang
In this paper, a physical identification procedure considering the torsionally coupled effect is developed to investigate the dynamic characteristics of an asymmetric base-isolation building equipped with lead–rubber bearings. A rigid superstructure is assumed to approximate the dynamic characteristics of a squat base-isolated structure. The torsional stiffness of the isolation system is considered linear, whereas the translational stiffness in both the x and y directions is assumed bilinear. The hysteresis of the base shear in relation to the bearing displacement is characterized by a backbone curve, by which the multivalued force–deformation relationship can be transformed into a single-valued function, thus simplifying the system identification task. The proposed algorithm extracts the physical parameters of the isolation system in the three independent directions, thereby providing critical information for structural health monitoring. A numerical example is used to demonstrate the feasibility of the proposed technique for asymmetric base-isolated buildings.
[1] S. Nagarajaiah and X. Sun, “Response of base-isolated USC hospital building in Northridge earthquake,” Journal of Structural Engineering, ASCE, Vol.126, pp.1177-1186, 2000.
[2] S. Nagarajaiah S and X. Sun, “Base-isolated FCC building: impact response in Northridge earthquake. Journal of Structural Engineering, ASCE, Vol.127, pp.1063-1075, 2001
[3] S. Nagarajaiah and P. Dharap, “Reduced order observer based identification of base isolated buildings,” Earthquake Engineering and Engineering Vibration, Vol. 2, pp.237-244, 2003.
[4] S. Nagarajaiah and Z. Li , “ Time segmented least squares identification of base isolated buildings,” Soil Dynamics and Earthquake Engineering, Vol.24, pp.577-586, 2004.
[5] M.C. Huang, Y.P Wang., J.R. Chang and Y.H. Chen, “Physical-parameter identification of base-isolated buildings using backbone curves,” Journal of Structural Engineering, ASCE, Vol.135, pp.1107-111, 2009.
[6] J.F. Wang, M.C. Huang, C.C. Lin and T.K. Lin , “ Damage identification of isolators in base-isolated torsionally coupled buildings,’ International Journal of Smart Structures and Systems, Vol.11, pp.387-410, 2013.
[7] N.D. Oliveto, G. Scalia and G. Oliveto , “Time domain identification of hybrid base isolation systems using free vibration tests,” Earthquake Engineering and Structural Dynamics, Vol.39, pp.1015-103, 2010.
[8] S.K. Jain and S.K. Thakkar,, “Application of Base Isolation for Flexible Buildings,” 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6 2004, Paper No. 1924, 2004.
[9] P.C. Jenning, “ Earthquake response of a yielding structure,” Journal of Engineering Mechanics, ASCE, Vol.91, pp.41-68, 1965
[10] C.K. Varghese and K. Shankar , “Identification of structural parameters using combined power flow and acceleration approach in a substructure,” International Journal of Engineering and Technology Innovation, Vol.1, pp.65-79, 2011.
[11] M.T.A. Chaudhary, M. Abe, Y. Fujino and J. Yoshida, “System identification of two base-isolated bridges using seismic records. Journal of Structural Engineering, ASCE, Vol.126, pp.1187-1195, 2000
Department of Aircraft Engineering, Air Force Institute of Technology, Kaohsiung, Taiwan, ROC
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