Performance of a base-isolated building with system parameter uncertainty subjected to a stochastic earthquake

International Journal of Acoustics and Vibrations

Volumn 18, Issue 1, 2013, Pages 7-19

  Mishra, Sudib K ^a   Chakraborty, Subrata ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

^b INDIAN INSTITUTE OF ENGINEERING SCIENCE AND TECHNOLOGY   (India)

Author keywords

[No Author keywords available]

Indexed keywords

BASE ISOLATED STRUCTURE; BASE ISOLATION; BASE-ISOLATED BUILDING; DESIGN APPLICATIONS; EFFECT OF PARAMETERS; EFFECTIVE TOOL; FIRST-ORDER TAYLOR SERIES; LEAD RUBBER BEARING; MATRIX PERTURBATION THEORY; MULTI-STORIED BUILDINGS; NON-LINEAR RANDOM VIBRATIONS; PARAMETER UNCERTAINTY; PARAMETRIC UNCERTAINTIES; SECOND ORDERS; SEISMIC EVENT; SEISMIC PERFORMANCE; STOCHASTIC EARTHQUAKES; STOCHASTIC LINEARIZATION; STOCHASTIC RESPONSE; TIME DOMAIN; TOTAL PROBABILITIES;

NONMETALLIC BEARINGS; PERTURBATION TECHNIQUES; TAYLOR SERIES; VIBRATION ANALYSIS;

STOCHASTIC SYSTEMS;

EID: 84874457923     PISSN: 10275851     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (35)

1. Spencer, B. F. and Nagarajaiah S. State of the art of structural control, Journal of the Art of Structural Control, 129 (7), 845-856, (2003).
2. Buckle, I. and Mayes, R. Seismic isolation: History, application, and performance - A world view, Earthquake Spectra, 6 (2), 161-201, (1990).
3. Symans, M. D. and Constantinou, M. C. Semi-active control systems for seismic protection of structures: A state-of-the-art review, Engineering Structures, 21, 469-487, (1999).
4. Jangid, R. S. and Datta, T. K. Seismic behaviour of baseisolated buildings: A state-of-the-art review, Structures and Buildings, 110 (2), 186-202, (1995).
5. Ribakov, Y. Selective controlled base isolation system with magnetorheological dampers, Earthquake Engineering and Structural Dynamics, 31 (6), 1301-1324, (2002).
6. Taflandis, A. A. and Jia, G. A simulation-based framework for risk assessment and probabilistic sensitivity analysis of base-isolated structures, Earthquake Engineering and Structural Dynamics, 40 (14), 1629-1651, (2011).
7. Jangid, R. S. Stochastic response of building frames isolated by lead-rubber bearings, Structural Control Health Monitoring, 17 (1), 1-22, (2010).
8. Jangid, R. S. Optimum lead-rubber isolation bearings for near-fault motions, Engineering Structures, 29 (10), 2503-2513, (2007).
9. Baratta, A. and Corbi, L. Optimal design of baseisolators in multi-storey buildings, Computers and Structures, 82 (23-26), 2199-2209, (2004).
10. Yen, Y. J., Huang, P. C., and Wan S. Modifications on base isolation design ranges through entropy-based classification, Expert Systems with Applications, 36 (3:1), 4915-4922, (2009).
11. Li, H. N. and Ni, X. L. Optimization of non-uniformly distributed multiple tuned mass damper, Journal of Sound and Vibration, 308 (1-2), 80-97, (2007).
12. Marano, C., Trentadue, F., and Greco, R. Stochastic optimum design criteria for linear damper devices for seismic protection of buildings, Structural and Multidisciplinary Optimization, 33 (6), 441-455, (2007).
13. Taflanidis, A. A., Beck, J. L., and Angelides, D. C. Robust reliability-based design of liquid column mass dampers under earthquake excitation using an analytical reliability approximation, Engineering Structure, 29 (12), 3525-3537, (2007).
14. Chakraborty, S. and Roy, B. K. Reliability based optimum design of Tuned Mass Damper in seismic vibration control of structures with bounded uncertain parameters, Probabilistic Engineering Mechanics, 26 (2), 215-221, (2011).
15. Debbarma, R., Chakraborty, S., and Ghosh, S. Optimum design of tuned liquid column dampers under stochastic earthquake load considering uncertain bounded system parameters, International Journal of Mechanical Sciences, 52 (10), 1385-1393, (2010).
16. Debbarma, R., Chakraborty, S., and Ghosh, S. Unconditional reliability based design of tuned liquid column dampers under stochastic earthquake load considering system parameter uncertainties, Journal of Earthquake Engineering, 14 (7), 970-988, (2010).
17. Marano, G. C., Sgobba, S., Greco, R., and Mezzina, M. Robust optimum design of tuned mass dampers devices in random vibrations mitigation, Journal of Sound Vibration, 313 (3-5), 472-492, (2008).
18. Marano, G. C., Greco, R., and Sgobba, S. A. A comparison between different robust optimum design approaches: Application to tuned mass dampers, Probabilistic Engineering Mechanics, 25 (1), 108-118, (2010).
19. Benfratello, S., Caddemi, S. and Muscolino G. Gaussian and non-Gaussian stochastic sensitivity analysis of discrete structural system, Computers and Structures, 78 (1-3), 425-434, (2000).
20. Kawano, K., Arakawa, K., Thwe, M., and Venkastaramana, K. Seismic response evaluations of base-isolated structures with uncertainties, structural stability and dynamics, Proc. International Conference on Structural Stability and Dynamics, Singapore, 16-18, 889-894, (2002).
21. Scruggs, J. T., Taflanidis, A. A., and Beck, J. L. Reliabilitybased control optimization for active base isolation systems, Structural Control and Health Monitoring, 13 (2-3), 705-723, (2006).
22. Zhou, J., Wen, C., and Cai, W. Adaptive control of a base isolated system for protection of building structures, Journal of Vibration and Acoustics, 128 (2), 261-268, (2006).
23. Zhou, J. and Wen, C. Control of a hysteretic structural system in base isolation scheme, adaptive backstepping control of uncertain systems, Lecture Notes in Control and Information Sciences, 372, 199-213, (2008).
24. Li, J. and Chen, J. B. First passage of uncertain single degree-of-freedom nonlinear oscillations, International Journal for Numerical Methods in Engineering, 65 (6), 882-903, (2006).
25. Ismail, M., Ikhouane, F., and Rodellar, J. The hysteresis Bouc-Wen model, a survey, Archive of Computational Methods in Engineering, 16 (2), 161-188, (2009).
26. Wen, Y. K. Method of random vibration of hysteretic systems, Journal of Engineering Mechanics, 102 (2), 249-263, (1976).
27. Atalik, T. S. and Utku, S. Stochastic linearization of multidegree of freedom nonlinear systems, Earthquake Engineering and Structural Dynamics, 4 (4), 411-420, (1976).
28. Roberts, J. B. and Spanos, P. D. Random Vibrations and Statistical Linearization, Wiley, New York, (2003).
29. Kanai, K. Semi-empirical formula for the seismic characteristics of the ground, Bulletin of Earthquake Research Institute, 35, 309-325, (1957).
30. Tajimi, H. A statistical method of determining the maximum response of a building structure during an earthquake, Proc. World Conference on Earthquake Engineering, 11, 781-798, (1960).
31. Sun, J. Q. Stochastic Dynamics and Control, Elsevier, Amsterdam, (2006).
32. Lutes, D. L. and Sarkani, S. Random Vibrations, Analysis of Structural and Mechanical Systems, Elsevier, Burlington, Massachusetts, (2004).
33. Jensen, H. A. Design and sensitivity analysis of dynamical systems subjected to stochastic loading, Computers and Structures, 83 (14), 1062-1075, (2005).
34. Jensen, H. A. Structural optimization of non-linear systems under stochastic excitation, Probabilistic Engineering Mechanics, 21 (4), 397-409, (2006).
35. Chaudhuri, A. and Chakraborty, S. Sensitivity evaluation in seismic reliability analysis of structures, Computer Methods in Applied Mechanics and Engineering, 193 (1-2), 59-68, (2004).