Simplified Model and Energy Dissipation Characteristics of a Rectangular Liquid-Storage Structure Controlled with Sliding Base Isolation and Displacement-Limiting Devices
Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 5
Abstract
Sliding base isolation can achieve independence between the seismic isolation period and the liquid sloshing period. Additionally, it has dissipation advantages for liquid-storage structures. However, when earthquake actions are large, the isolation layer displacement exceeds the limit value, which can lead to auxiliary pipeline damage and liquid leakage. Therefore, a corresponding displacement-limiting study is necessary. Considering the liquid-solid interaction, a simplified model of a rectangular liquid-storage structure (RLSS) with arc displacement-limiting devices is established, and its validity is verified using numerical calculations. Based on the structural safety and deformation capacity of the displacement-limiting device, the limit of the isolation layer displacement is defined. The factors affecting the hysteretic energy dissipation of the displacement-limiting device and the dynamic responses of the RLSSs are studied. The results indicate that the section size and radius of the arc limiting device considerably influence its hysteretic energy dissipation, but the effects of the cross section shape are extremely small. When the friction coefficient is reasonably designed, the wall tensile stress and liquid sloshing height of the sliding base-isolated RLSS with limiting devices can be effectively reduced. This new damping method is of great significance for the prevention and control of the two common types of failure modes for concrete RLSSs, namely, wall cracking and liquid overflow.
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Acknowledgments
This paper is part of the National Natural Science Foundation of China (Grant Nos. 51368039 and 51478212), Education Ministry Doctoral Tutor Foundation of China (Grant No. 20136201110003), and Plan Project of Science and Technology in Gansu province (Grant No. 144GKCA032).
References
Abalı, E., and Uçkan, E. (2010). “Parametric analysis of liquid storage tanks base isolated by curved surface sliding bearings.” Soil Dyn. Earthquake Eng., 30(1), 21–31.
ACI (American Concrete Institute). (2001). “Seismic design of liquid-containing concrete structures (ACI 350.3-01) and commentary (ACI 350.3 R-01).”, Farmington Hills, MI.
ADINA-AUI version 9.0 [Computer software]. ADINA R&D, Inc., Watertown, MA.
API (American Petroleum Institute). (2007). “Weld steel tanks for oil storage.”, Washington, DC.
Bathe, K J. (1977). “ADINA: A finite element program for automatic dynamic incremental nonlinear analysis.” Acoustics and Vibration Laboratory, Mechanical Engineering Dept., Massachusetts Institute of Technology, Cambridge, MA.
Bathe, K. J., Zhang, H., and Wang, M. H. (1995). “Finite element analysis of incompressible and compressible fluid flows with free surfaces and structural interactions.” Comput. Struct., 56(2), 193–213.
Chalhoub, M. S., and Kelly, J. M. (1990). “Shake table test of cylindrical water tanks in base-isolated structures.” J. Eng. Mech., 1451–1472.
Cheng, X. S., Cao, L. L., and Zhu, H. Y. (2015a). “Liquid-solid interaction seismic response of an isolated overground rectangular reinforced-concrete liquid-storage structure.” J. Asian Archit. Build. Eng., 14(1), 175–180.
Cheng, X. S., Zhao, L., and Zhang, A. J. (2015b). “FSI resonance response of liquid-storage structures made of rubber-isolated rectangular reinforced concrete.” Electron. J. Geotech. Eng., 20(7), 1809–1824.
Chinese Standard. (2010). “Code for seismic design of buildings.” China Architecture & Building Press, Beijing (in Chinese).
Gao, J. G., Gao, Y., Yu, X. D., Li, J. H., and Li, Y. H. (2002). “Character analyses and experimental study of PTFE soft belt applied with pad surface of sliding bearing.” Mech. Eng., 34–36.
Ge, Q. Z., Weng, D. G., and Zhang, R. F. (2014). “A nonlinear simplified model of liquid storage tank and primary resonance analysis.” Eng. Mech., 31(5), 166–171.
Housner, G. W. (1963). “The dynamic behavior of water tanks.” Bull. Seismol. Soc. Am., 53(2), 381–387.
Ikago, K., Saito, K., and Inoue, N. (2012). “Seismic control of single-degree-of-freedom structure using tuned viscous mass damper.” Earthquake Eng. Struct. Dyn., 41(3), 453–474.
Li, Z. L., Li, Y., and Li, H. B. (2010). “Parametric research on seismic response of large scale liquid storage tank isolated by lead-rubber bearings.” J. Sichuan Univ. (Eng. Sci. Ed.), 42(5), 134–141.
Madenci, E., and Guven, I. (2006). The finite element method and applications in engineering using ANSYS, Springer, Berlin.
Malhotra, P. K. (1997). “New method for seismic isolation of liquid-storage tanks.” Earthquake Eng. Struct. Dyn., 26(8), 839–847.
Minowa, C., Ogawa, N., Harada, I., and Ma, D. C. (1994). “Sloshing roof impact tests of a rectangular tank.”, Argonne National Laboratory, Lemont, IL.
Moaveni, S. (2003). Finite element analysis: Theory and application with ANSYS, Pearson Education, Upper Saddle River, NJ.
Newmark, N. M. (1959). “A method of computation for structural dynamics.” J. Eng. Mech. Div., 85(1), 67–94.
Panchal, V. R., and Jangid, R. S. (2011). “Seismic response of liquid storage steel tanks with variable frequency pendulum isolator.” KSCE J. Civ. Eng., 15(6), 1041–1055.
Rong, Q., Sheng, Y., and Cheng, W. R. (2010). “Experimental investigation and mechanical model of sliding isolation bearings.” Eng. Mech., 27(12), 40–45.
Seleemah, A. A., and El-Sharkawy, M. (2011). “Seismic response of base isolated liquid storage ground tanks.” Ain Shams Eng. J., 2(1), 33–42.
Shekari, M. R., Khaji, N., and Ahmadi, M. T. (2009). “A coupled BE-FE study for evaluation of seismically isolated cylindrical liquid storage tanks considering fluid-structure interaction.” J. Fluids Struct., 25(3), 567–585.
Shrimali, M. K., and Jangid, R. S. (2002). “Seismic response of liquid storage tanks isolated by sliding bearings.” Eng. Struct., 24(7), 909–921.
Vosoughifar, H., and Naderi, M. (2014). “Numerical analysis of the base-isolated rectangular storage tanks under bi-directional seismic excitation.” Br. J. Math. Comput. Sci., 4(21), 3054–3067.
Wang, C. F., Chen, X. C., Zhu, C. L., and Xia, X. S. (2013). “The contact-and-friction element considering nonlinear performance of movable supports and restrainers.” Eng. Mech., 30(8), 186–192.
Wang, Y. P., Teng, M. C., and Chung, K. W. (2001). “Seismic isolation of rigid cylindrical tanks using friction pendulum bearings.” Earthquake Eng. Struct. Dyn., 30(7), 1083–1099.
Wen, L., Wang, S. G., Du, D. S., and Xu, L. P. (2009). “Controlling analysis of friction pendulum system for the seismic isolation of liquid storage tanks.” World Earthquake Eng., 25(4), 161–166.
Xiong, Z. M., Huo, X. P., and Su, N. N. (2008). “Theoretical analysis of a new kind of sliding base isolation frame structure.” J. Vib. Shock, 27(10), 124–129.
Yang, Z. R., Shou, B. N., Sun, L., and Wang, J. J. (2011). “Earthquake response analysis of spherical tanks with seismic isolation.” Procedia Eng., 14(11), 1879–1886.
Zhang, R., Weng, D., and Ren, X. (2011). “Seismic analysis of a LNG storage tank isolated by a multiple friction pendulum system.” Earthquake Eng. Eng. Vib., 10(2), 253–262.
Zhang, Z. L., Gao, B. Q., and Yang, H. K. (2012). “Seismic analysis of a large base-isolated liquid storage tank with fixed roof based on added mass method.” J. Vib. Shock, 31(23), 32–38.
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©2017 American Society of Civil Engineers.
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Received: Aug 3, 2016
Accepted: Feb 22, 2017
Published online: May 8, 2017
Published in print: Oct 1, 2017
Discussion open until: Oct 8, 2017
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