[KSCI] Korea Science Citation Index Service

http://dx.doi.org/10.12989/eas.2014.6.1.111

Probabilistic analysis of seismically isolated elevated liquid storage tank using multi-phase friction bearing

Moeindarbari, Hesamaldin (Department of Civil and Environmental Engineering, AmirKabir University of Technology (Polytechnic))
Malekzadeh, Masoud (Department of Civil, Environmental and Construction Engineering, University of Central Florida)
Taghikhany, Touraj (Department of Civil and Environmental Engineering, AmirKabir University of Technology (Polytechnic))

Publication Information

Earthquakes and Structures / v.6, no.1, 2014 , pp. 111-125 More about this Journal

Abstract

Multiple level performance of seismically isolated elevated storage tank isolated with multi-phase friction pendulum bearing is investigated under totally 60 records developed for multiple level seismic hazard analysis (SLE, DBE and MCE). Mathematical formulations involving complex time history analysis have been proposed for analysis of typical storage tank by multi-phase friction pendulum bearing. Multi-phase friction pendulum bearing represent a new generation of adaptive friction isolation system to control super-structure demand in different hazard levels. This isolator incorporates four concave surfaces and three independent pendulum mechanisms. Pendulum stages can be set to address specific response criteria for moderate, severe and very severe events. The advantages of a Triple Pendulum Bearing for seismic isolation of elevated storage tanks are explored. To study seismic performance of isolated elevated storage tank with multi-phase friction pendulum, analytical simulations were performed with different friction coefficients, pendulum radii and slider displacement capacities.

Keywords

multi-phase friction pendulum; probabilistic analysis; seismically isolated elevated storage tank; demand parameter;

Citations & Related Records

Times Cited By KSCI : 1 (Citation Analysis)

Reference
Cited By KSCI

1	Fenz, D.M. and Constantinou, M.C. (2006), "Behaviour of the double concave friction pendulum bearing", Earthq. Engng. Struct. Dyn., 35(11), 1403-1422. DOI ScienceOn
2	Fenz, D.M. and Constantinou, M.C. (2008a), "Spherical sliding isolation bearings with adaptive behavior: theory", Earthq. Eng. Struct. Dyn., 37 (2), 163-183. DOI ScienceOn
3	Fenz, D.M. and Constantinou, M.C. (2008b), "Spherical sliding isolation bearings with adaptive behavior: experimental verification", Earthq. Eng. Struct. Dyn., 37(2), 185-205. DOI ScienceOn
4	Fenz, D.M. and Constantinou, M.C. (2008c), "Modeling triple friction pendulum bearings for response history analysis", Earthq. Spectra, 24(4), 1011-1028. DOI ScienceOn
5	Haroun, M.A. (1983), "Vibration studies and test of liquid storage tanks", Earthq. Eng. Struct. Dyn., 11,179-206. DOI
6	Jadhav, M.B. and Jangid, R.S. (2006), "Response of base-isolated liquid storage tanks to near fault motions", Struct. Eng. Mech., 23, 615-634. DOI
7	Kelly, J.M. (1999), "The role of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 28(1), 3-20. DOI
8	Bleiman, D. and Kim, S. (1993), "Base isolation of high volume elevated water tanks", Proceeding Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, ATC 17-1, Applied Technology Council, Redwood City, California.
9	Christovasilis, I.P. and Whittaker, A.S. (2008), "Seismic analysis of conventional and isolated LNG tanks using mechanical analogs", Earthq. Spectra, 24, 599-616. DOI ScienceOn
10	Knoy, C.E. (1995), "Performance of elevated tanks during recent California seismic events", AWWA Annual Conference & Exhibition.
11	Makris, N. and Vassiliou, M.F. (2011), "The existence of 'complete similarities' in the response of seismic isolated structures subjected to pulse-like ground motions and their implications in analysis", Earthq. Eng. Struct. Dyn., 40(10), 1103-1121. DOI ScienceOn
12	Malekzadeh, M. and Taghikhany, T. (2010), "Adaptive behavior of double concave friction pendulum bearing and its advantages over friction pendulum systems", Scientia Iranica, 17(2), 81-88.
13	Malekzadeh, M. and Taghikhany, T. (2012), "Multi-stage performance of seismically isolated bridge using triple pendulum bearings", Adv. Struct. Eng., 15(7), 1181 -1196. DOI
14	Malhotra, P.K. (1997), "New method for seismic isolation of liquid-storage tanks", Earthq. Eng. Struct. Dyn., 26, 839-847. DOI
15	Minowa, C. (1980), "Dynamic analysis for rectangular water tanks", Recent Adv. Lifeline Earthquake Engineering Japan, 135-142.
16	Morgan, T.A. (2007), "The use of innovative base isolation systems to achieve complex seismic performance objectives", Ph.D. Dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley.
17	Morgan, T.A. and Mahin, S.A. (2007), "Enhancing the performance capabilities of seismically isolated buildings using multi-stage friction pendulum sliding bearings", Proc. World Forum on Smart Mat. And Smart Struct. Tech., Chongquing and Nanjing, China.
18	Shampine, L.F. and Reichelt, M.W. (1997), "The MATLAB ODE suite", SIAM J. Sci. Comput., 18, 1-22. DOI ScienceOn
19	Shenton, III H.W. and Hampton, F.P. (1999), "Seismic response of isolated elevated water tanks", J. Struct. Eng. - ASCE, 125(9), 965-976. DOI
20	Shrimali, M.K. and Jangid, R.S. (2003), "Earthquake response of isolated elevated liquid storage steel tanks", J. Constr. Steel Res., 59(10), 1267-1288. DOI ScienceOn
21	Somerville, P.D., Anderson, J., Sun, S.P. and Smith, N. (1998), "Generation of ground motion time histories for performance-based seismic engineering", Proc. 6th National Earthq. Eng. Conf., Seattle, Washington.
22	Sonia, D.P., Mistryb, B.B. and Panchala, V.R. (2011), "Double variable frequency pendulum isolator for seismic isolation of liquid storage tanks", Nucl. Eng. Des., 241, 700-713. DOI ScienceOn
23	Steinbrugge, K.V. and Rodrigo, F.A. (1963), "The Chilean earthquakes of May 1960: a structural engineering viewpoint", Bull. Seismol. Am., 53, 225-307.
24	Wang, Y., Teng, M. and Chung, K. (2001), "Seismic isolation of rigid cylindrical tanks using friction pendulum bearings", Earthq. Eng. Struct. Dyn., 30,1083-1099. DOI ScienceOn

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