Seismic analysis of a soil-liquid tank system using the two-step method
Email:
quanhv_ph@utc.edu.vn
Từ khóa:
liquid tank system, soil-foundation interaction, soil-structure interaction, seismic analysis, superposition theorem
Tóm tắt
Seismic analysis of soil-structure interaction (SSI) is a challenge due to the non-linearities of soil-foundation interaction (SFI). The reliability of the design and the analysis results will suffer if SSI is ignored. In this paper, a two-step method based on the superposition theorem is used to perform a seismic analysis of a soil-foundation-tank-liquid system (soil-liquid tank system). The SFI analysis was conducted in the first step using the CyclicTP program's finite-element method. Meanwhile, the liquid tank system was analyzed in the second step using the lumped-parameter method. Numerical simulations conducted in homogeneous strata of sand soil demonstrated that the responses of the liquid tank were 24–70% higher than the results of the fixed-base model. Compared to the sway-rocking model, these responses did not differ by 20%. This study also investigated cohesive soils of homogeneous clays and multiple strata. The paper recommends that future research investigate the experimentation, the geometric nonlinearity of the soil-foundation system, and the stress-strain analysis of the tank wallTài liệu tham khảo
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[2]. C. G. Lai, M. Martinelli., Soil-structure interaction under earth-quake loading: theoretical framework, In ALERT Doctoral School, 2013, 3.
[3]. N. NIST, Soil-structure-interaction for building structures (NIST GCR 12-917-21), National Institute of Standards and Technology, 2012, Gaithersburg.
[4]. E. Kausel, R. V. Whitman, J. P. Morray, F. Elsabee, The spring method for embedded foundations, Nuclear Engineering and Design, 48 (1978) 377-392. https://doi.org/10.1016/0029-5493(78)90085-7
[5]. A. A. Seleemah, M. El-Sharkaw, Seismic analysis and modeling of isolated elevated liquid storage tanks, Earthquakes and Structures, 2 (2011) 397-412. http://dx.doi.org/10.12989/eas.2011.2.4.397
[6]. A. A. Seleemah, M. El-Sharkawy, Seismic response of base isolated liquid storage ground tanks, Ain Shams Engineering Journal, 2 (2011) 33–42. https://doi.org/10.1016/j.asej.2011.05.001
[7]. R. A. M. A. Z. A. N. Livaoglu, A. Dogangun, Effect of foundation embedment on seismic behavior of elevated tanks considering fluid–structure-soil interaction, Soil Dynamics and Earthquake Engineering, 27 (2007) 855-863. https://doi.org/10.1016/j.soildyn.2007.01.008
[8]. R. Zhang, S. Chu, K. Sun, Z. Zhang, H. Wang, Effect of the directional components of earthquakes on the seismic behavior of an unanchored steel tank, Applied Sciences, 10 (2020). https://doi.org/10.3390/app10165489
[9]. H. V. Quan, Seismic analysis of liquid-storage tank with elastic response spectrum of TCVN 9386:2012 specification, Transport and Communications Science Journal, 73 (2022) 127-139 (in Vietnamese). https://doi.org/10.47869/tcsj.73.2.3
[10]. S. K. Saha, V. A. Matsagar, A. K. Jain, Earthquake response of base-isolated liquid storage tanks for different isolator models, Journal of Earthquake and Tsunami, 8 (2014). https://doi.org/10.1142/S1793431114500134
[11]. O. Miguel, T. Larkin, N. Chouw, Comparison between standards for seismic design of liquid storage tanks with respect to soil-foundation-structure interaction and uplift, Bulletin of The New Zealand Society for Earthquake Engineering, 45 (2012) 40-46. https://doi.org/10.5459/bnzsee.45.1.40-46
[12]. M. K. Kim, Y. M. Lim, S. Y. Cho, K. H. Cho, K. W. Lee, Seismic analysis of base-isolated liquid storage tanks using the BE–FE–BE coupling technique, Soil Dynamics and Earthquake Engineering, 22 (2002) 1151-1158. https://doi.org/10.1016/S0267-7261(02)00142-2
[13]. P. K. Malhotra, T. Wenk, M. Wieland, Simple procedure for seismic analysis of liquid-storage tanks, Structural Engineering International, 10 (2018) 197-201. https://doi.org/10.2749/101686600780481509
[14]. M. K. Shrimali, R. S. Jangid, Non-linear seismic response of base-isolated liquid storage tanks to bi-directional excitation, Nuclear Engineering and design, 217 (2002) 1-20. https://doi.org/10.1016/S0029-5493(02)00134-6
[15]. M. K. Shrimali, R. S. Jangid, Seismic response of liquid storage tanks isolated by sliding bearings, Engineering structures, 24 (2002) 909-921. https://doi.org/10.1016/S0141-0296(02)00009-3
[16]. M. K. Shrimali, R. S. Jangid, Seismic analysis of base-isolated liquid storage tanks, Journal of Sound and Vibration, 275 (2004) 59-75. https://doi.org/10.1016/S0022-460X(03)00749-1
[17]. API, Welded steel tanks for oil storage, in API Standard 650, 11th Ed., American Petroleum Institute, 2007.
[18]. NZSEE, Seismic design of storage tanks-recommendations of a study group of the New Zealand society for earthquake engineering, in NZSEE Standard, 2009.
[19]. M. Farajian, M. I. Khodakarami, D. P. N. Kontoni, Evaluation of soil-structure interaction on the seismic response of liquid storage tanks under earthquake ground motions, Computation, 5 (2017). https://doi.org/10.3390/computation5010017
[20]. T. Larkin. Seismic response of liquid storage tanks incorporating soil structure interaction. Journal of Geotechnical and Geoenvironmental Engineering, 134 (2008) 1804-1814. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:12(1804)
[21]. T. Larkin, Earthquake response of liquid storage tanks on layered sites, in Soil-Foundation-Structure Interaction, 1st ed., CRC Press, 2010, pp. 155-162.
[22]. Y. Lyu, J. Sun, Z. Sun, L. Cui, Z. Wang, Simplified mechanical model for seismic design of horizontal storage tank considering soil-tank-liquid interaction, Ocean Engineering, 198 (2020). https://doi.org/10.1016/j.oceaneng.2020.106953
[23]. H. V. Quan, P. N. Bay, Seismic analysis of liquid-storage tank considering soil-structure interaction with macro element, Transport and Communications Science Journal, 75 (2022) 833-844. (in Vietnamese). https://doi.org/10.47869/tcsj.73.8.7
[24]. H. V. Quan, Effects of liquid height and soil deformation on responses of liquid storage tanks under seismic loading in Vietnam, TNU Journal of Science and Technology, 227 (2022) 197 – 206 (in Vietnamese). https://doi.org/10.34238/tnu-jst.6649
[25]. H. V. Quan, N. T. H. Phan, Seismic analysis of a soil-liquid tank system using MATLAB Simulink, Journal of Transportation Science and Technology, 12 (2023) 22-31 (in Vietnamese). https://www.doi.org/10.55228/JTST.12(5).22-31
[26]. SSI Simulation tools. http://www.soilquake.net/, (accessed 13 May 2023).
[27]. A. Malekjafarian, S. Jalilvand, P. Doherty, D. Igoe, Foundation damping for monopile supported offshore wind turbines: A review, Marine Structures, 77 (2021). https://doi.org/10.1016/j.marstruc.2021.102937
[28]. H. Inaba, M. Nagata, K. J. Miyake, A. M. Kabir, A. Kakugo, K. Sada, K. Matsuura, Cyclic Tau-derived peptides for stabilization of microtubules, Polymer journal, 52 (2020) 1143-1151. https://doi.org/10.1038/s41428-020-0356-3
[29]. A. K. Verma, S. Mohanty, Finite element analysis of foundation on layered and homogeneous soil deposit under dynamic loading, in Geohazards, (2021) 481-493.
[30]. A. K. Ram, S. Mohanty, Numerical analysis of layered soil-ash-foundation system, In Proceedings of the 7th Indian Young Geotechnical Engineers Conference, 2022, Springer, pp. 339-351.
[31]. A. K. Ram, A. Verma, S. Mohanty, 1D, 2D, and 3D seismic response analysis of shallow and deep foundation resting on stratified soil deposit, In Indian Geotechnical Conference, (2023) 377-389.
[32]. Soil Properties. http://www.soilquake.net/cyclic1d/parameters.html, (accessed 13 May 2023).
[33]. R. D. Holtz, W. D. Kovacs, An introduction to geotechnical engineering, Prentice Hall, Englewood Cliffs, New Jersey, 1981.
[34]. El Centro Earthquake Page. http://www.vibrationdata.com/elcentro.htm, (accessed 13 May 2023).
[35]. A. K. Chopra, Dynamics of structures, Prentice-Hall, New Jersey, 1995.
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14/05/2023
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16/12/2023
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26/01/2024
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15/05/2024
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Kiểu trích dẫn
Huynh Van, Q. (1715706000). Seismic analysis of a soil-liquid tank system using the two-step method. Tạp Chí Khoa Học Giao Thông Vận Tải, 75(4), 1489-1501. https://doi.org/10.47869/tcsj.75.4.2
