Abstract
Liquid storage tanks constitute an important portion of the critical infrastructure whose failure in case of an earthquake would lead to significant economic losses. Seismic base isolation is an emerging technology for assuring seismic safety of these critical structures. It reduces the effective seismic forces by shifting the fundamental period of the structural system out of the resonance range via use of laterally flexible isolation system elements. Despite the success of these structures under frequently occurring typical far-fault earthquakes, their behavior under near-fault earthquakes are being questioned recently. Near-fault earthquake records may contain long-period velocity pulses with high amplitudes, which may be close to or even coincident with the periods of isolation systems and/or the period of the sloshing fluid inside the tanks. This may result in unacceptably large isolation system and/or sloshing fluid displacements which would threaten the safety of the isolation system and the tank superstructure. Thus, both engineers and researchers turn to numerical investigations of the behavior of seismically isolated liquid storage tanks under near-fault earthquakes. However, there is a scarcity of the number of recorded near-fault ground motions as of today, and thus, artificially developed near-fault earthquakes, which are also known as pulse models, are being used as an alternative to recorded near-fault earthquakes in evaluating the near-fault behavior of these structures. There is no question that the reliability of the results obtained from such investigations which make use of pulse models would be strongly dependent on how realistic these models are. Therefore, it is deemed necessary to assess the capability of popular, current pulse models in representing the effects of near-fault ground motions on the responses of seismically isolated liquid storage tanks. For this purpose, we compare the structural response parameters, including isolator and sloshing displacements and isolation system and fluid-tank shear forces of a prototype, seismically isolated liquid storage tank under recorded near-fault earthquakes, and their approximate counterpart synthetic pulse models.
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References
Abalı E, Uçkan E (2010) Parametric analysis of liquid storage tanks base isolated by curved surface sliding bearings. Soil Dyn Earthq Eng 30:21–31
Agrawal AK, He WL (2002) A closed form approximation of near fault ground motion pulses for flexible structures. In: 15th ASCE proceeding of engineering mechanics conference, June 3, New York
Alavi B, Krawinkler H (2001) Effect of near-fault ground motions on the response to frame structures (Report no: 138), The John A. Blume earthquake engineering center, Stanford University, Stanford
Alhan C, Gazi H (2015) Influence of isolation system characteristic strength on the earthquake behavior of base-isolated liquid storage tanks. In: 2nd International conference on computational and experimental science and engineering (ICCESEN-2015), Oct. 14–19, pp.233–233, Antalya, Turkey
Alhan C, Öncü-Davas S (2016) Performance limits of seismically isolated buildings under near-field earthquakes. Eng Struct 116:83–94
Alhan C, Gazi H, Kurtuluş H (2016a) Significance of stiffening of high damping rubber bearings on the response of base-isolated buildings under near-fault earthquakes. Mech Syst Signal Process 79:297–313
Alhan C, Güler E, Gazi H (2016b) Behavior of base-isolated liquid storage tanks under synthetic near-fault earthquake pulses. In: 5th International symposium on life-cycle civil engineering (IALCCE’16), Oct. 16–19, pp 2415–2419, Delft, Holland
COSMOS (2013) Strong-Motion Virtual Data Center. http://db.cosmos-eq.org/. 3 January 2013
Dicleli M, Buddaram S (2007) Equivalent linear analysis of seismic-isolated bridges subjected to near fault ground motions with forward rupture directivity effect. Eng Struct 29:21–32
Fallahian M, Mellati A, Tehrani MH, Khoshnoudian F, Tarverdi M (2013) Parametric analysis of liquid storage tanks base isolated by double concave friction pendulum system. In: International conference on advances in structural civil and environmental engineering (SCEE 2013), Kuala Lumpur, Malaysia
Gazi H, Kazezyilmaz-Alhan CM, Alhan C (2015a) Behavior of seismically isolated liquid storage tanks equipped with nonlinear viscous dampers in seismic environment. In: 10th Pacific Conference on Earthquake Engineering (PCEE 2015), Nov. 6–8, pp USB-Online, Sydney, Avustralia
Gazi H, Öncü-Davas S, Alhan C (2015b) Comparison of ground motion pulse models for the drift response of seismically isolated buildings. In: Urban Planning and Civil Engineering, Sisiopiku V.P., Ramadan O. E., Eds., Athens Institute for Education and Research, pp 321–332
Hall JF, Heaton TH, Halling MW, Wald DJ (1995) Near-source ground motion and its effects on flexible buildings. Earthq Spectra 11:569–605
Haroun MA, Housner GW (1981) Seismic design of liquid storage tanks. J Tech Counc ASCE 107(1981):191–207
He WL, Agrawal AK (2008) An analytical model of ground motion pulses for the design and assessment of smart protective systems. ASCE J Struct Eng 134(7):1177–1188
Indian Institute of Technology Kanpur (2007) IITK-GSDMA guidelines for seismic design of liquid storage tanks. Natl Inf Cent Earthq Eng, Kanpur
Jaiswal OR, Rai DC, Jain SK (2007) Review of seismic codes on liquid-containing tanks. Earthquake Spectra 23(1):239–260
Makris N (1997) Rigidity, plasticity, viscosity: can electrorheological dampers protect base isolated structures from near source ground motions? Earthq Eng Struct Dyn 26:571–591
Makris N, Chang S (2000) Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures. Earthq Eng Struct Dyn 29:85–107
Martelli A, Clemente P, De Stefano A, Forni M, Salvatori A (2014) Recent development and application of seismic isolation and energy dissipation and conditions for their correct use. In: Ansal A (ed) Perspectives on European engineering and seismology, Book series: geotechnical, geological and earthquake engineering, vol 1. Springer, Cham, pp 449–488
Mavroeidis GP, Papageorgiou AS (2003) A mathematical representation of near-fault ground motions. Bull Seismol Soc Am 93(3):1099–1131
Mazza F, Vulcano A (2009) Nonlinear response of RC framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes. J Earthq Eng 13:690–715
Menun C, Fu Q (2002) An analytical model for near -fault ground motions and the response of SDOF systems. In: 7th U.S. national conference on civil engineering (7NCEE), July 21–25, Boston, USA
Naeim F, Kelly JM (1999) Design of seismic isolated structures: from theory to practice, mechanical characteristics and modeling of isolators. Wiley, New York, pp 93–121
Öncü-Davas S, Gazi H, Alhan C (2015) Comparison of ground motion pulse models for the acceleration response of seismically isolated buildings. In: Khatip JM (ed) Architecture anthology I: architectural construction, materials and building technologies. Athens Institute for Education and Research, Athens, pp 229–240
Panchal VR, Jangid RS (2008) Variable friction pendulum system for seismic isolation of liquid storage tanks. Nucl Eng Des 238:1304–1315
PEER (2005) Pacific earthquake engineering resource center: NGA database. University of California, Berkeley. http://peer.berkeley.edu/nga/. 3 January 2013
Providakis CP (2009) Effect of supplemental damping on LRB and FPS seismic isolators under near-fault ground motion. Soil Dyn Earthq Eng 29:80–90
Rupakhety R, Sigbjörnsson R (2011) Can simple pulses adequately represent near-fault ground motions? J Earthq Eng 15:1260–1272
Saha SK, Sepahvand K, Matsagar VA, Jain AK, Marburg S (2013) Stochastic analysis of base-isolated liquid storage tanks with uncertain isolator parameters under random excitation. Eng Struct 57:465–474
Sehhati R, Rodriguez-Marek A, Elgawady M, Cofer WF (2011) Efeect of near-fault ground motions and equivalent pulses on multi-story structures. Eng Struct 33:767–779
Shekari MR, Khaji N, Ahmadi MT (2010) On the seismic behavior of cylindrical base-isolated liquid storage tanks excited by long-period ground motions. Soil Dyn Earthq Eng 30:968–980
Shrimali MK, Jangid RS (2004) Seismic analysis of base-isolated liquid storage tanks. J Sound Vib 275:59–75
Tsopelas PC, Constantinou MC, Reinhorn AM (1994) 3D-BASIS-ME: computer program for nonlinear dynamic analysis of seismically isolated single and multiple structures and liquid storage tanks. In: Technical report NCEER-94-0010, State University of New York at Buffalo. National Center for Earthquake Engineering Research, New York
Wang Y, McFarland DM, Vakakis AF, Bergman LA (2002) Efficacy of a nonlinear base isolation system subjected to near-field earthquake motions. In: International conference on advances and new challenges in earthquake engineering research, Harbin, People’s Republic of China (PRC)
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Öncü-Davas, S., Gazi, H., Güler, E., Alhan, C. (2018). Comparison of Ground Motion Pulse Models for the Seismic Response of Seismically Isolated Liquid Storage Tanks. In: Rupakhety, R., Ólafsson, S. (eds) Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbjörnsson. ICESD 2017. Geotechnical, Geological and Earthquake Engineering, vol 44. Springer, Cham. https://doi.org/10.1007/978-3-319-62099-2_7
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