DOI QR코드

DOI QR Code

Estimation of elevated tanks natural period considering fluid- structure- soil interaction by using new approaches

  • 투고 : 2016.08.05
  • 심사 : 2016.12.14
  • 발행 : 2017.02.25

초록

The analytical method is used to develop new models for an elevated tank to estimate its natural period. The equivalent mass- spring method is used to configure the developed analytical models. Also direct method is used for numerical verification. The current study shows that developed models can have a good estimation of natural period compared with concluded results of finite elements. Additional results show that, the dependency of impulsive period to soil stiffness condition is higher than convective period. Furthermore results show that considering the fluid- structure- soil interaction has remarkable effects on natural impulsive and convective periods in case of hard to very soft soil.

키워드

참고문헌

  1. ACI 350.3-06. (2006), Seismic design of liquid-containing concrete structures and commentary, ACI Committee 350. Farmington Hills, MI: American Concrete Institute.
  2. ACI 371R-08. (2008), Guide for the analysis, design, and construction of elevated concrete and composite steel-concrete water storage tanks, ACI Committee371. Farmington Hills: American Concrete Institute.
  3. ANSYS. (20015), ANSYS user's manual, ANSYS theory manual, Version 15.0.
  4. Chopra, A.K. (2000), Dynamics of structure: Theory and applications to earthquake engineering, Second Ed. New Jersey: Prentice Hall.
  5. Chapra, S.C. and Canale, R.P. (1998), "Numerical methods for engineers with programming and software applications", WCB/McGraw-Hill, Boston.
  6. Dutta, S.C. (1995), "Torsional behavior of elevated water tanks with reinforced concrete frame-type staging during earthquakes", Ph.D. thesis. India: Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016.
  7. Dutta, S., Mandal, A. and Dutta, S.C. (2004), "Soil-structure interaction in dynamic behavior of elevated tanks with alternate frame staging configurations", J. Sound Vib., 277(4-5), 825-853. https://doi.org/10.1016/j.jsv.2003.09.007
  8. Eurocode 8. (2006), Design of structures for earthquake resistance - Part 4: Silos, tanks and pipeline, Final draft, European Committee for Standardization, Brussels, Belgium.
  9. Gazetas, G. (1991), "Formulas and charts for impedances of surface and embedded foundations", J. Geotech. Eng., ASCE 117(9), 1363-1381. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:9(1363)
  10. Gazetas, G. and Stokoe, II K.H. (1991), "Free vibration of embedded foundations: Theory versus experiment", J. Geotech. Eng., ASCE, 117(9), 1382-1401. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:9(1382)
  11. Ghaemmaghami, A.R., Moslemi, M. and Kianoush, M.R. (2010), "Dynamic behavior of concrete liquid tanks under horizontal and vertical ground motions using finite element method", Ninth US national and 10th Canadian conference on earthquake engineering, Toronto, Canada.
  12. Ghaemmaghami, A., Kianoush, R. and Yuan, X.X. (2013), "Numerical modeling of dynamic behavior of annular tuned liquid dampers for applications in wind towers", Comput.-Aid. Civ. Infrastruct. Eng., 28(1), 38-51. https://doi.org/10.1111/j.1467-8667.2012.00772.x
  13. Ghanbari, A. and Abbasi Maedeh, P. (2015), "Dynamic behavior of ground-supported tanks considering fluid-soil-structure interaction (Case study: southern parts of Tehran)", Pollution, 1(1), 103-116.
  14. Goudarzi, M.A. and Sabbagh-Yazdi, S.R. (2009), "Numerical investigation on accuracy of mass spring models for cylindrical tanks under seismic excitation", Int. J. Civ. Eng., 7(3), 190-202.
  15. Goudarzi, M.A. and Sabbagh-Yazdi, S.R. (2008), "Evaluating 3D earthquake effects on sloshing wave height of liquid storage tanks using finite element method", JSEE., 10(3), 123-136.
  16. Haciefendioglu, K. (2012), "Stochastic seismic response analysis of offshore wind turbine including fluid-structure-soil interaction", Struct. Des. Tall Spec. Build., 21(12), 867-878. https://doi.org/10.1002/tal.646
  17. Haroun, M.A. and Ellaithy, M.H. (1985), "Seismically induced fluid forces on elevated Tanks", J. Tech. Topics Civ. Eng., 111(1), 1-15.
  18. Haroun, M.A. and Temraz, M.K. (1992), "Effects of soil-structure interaction on seismic response of elevated tanks", Soil Dyn. Earthq. Eng., 11(2), 73-86. https://doi.org/10.1016/0267-7261(92)90046-G
  19. Housner, G.W. (1963), "Dynamic behavior of water tanks", Bull. Seismol. Soc. Am., 53(2), 381-387.
  20. Jahankhah, H., Ghannad, M.A and Rahmani, M.T. (2013), "Alternative solution for kinematic interaction problem of soilstructure systems with embedded foundation", Struct. Des. Tall Spec. Build., 22(3), 251-266. https://doi.org/10.1002/tal.685
  21. Kramer, S.L. (1996), "Geotechnical earthquake engineering", Prentice-Hall, Englewood Cliffs, NJ.
  22. Li, M., Lu, X., Lu, X. and Ye, L. (2014), "Influence of soilstructure interaction on seismic collapse resistance of super-tall buildings", JRMGE., 6(5), 477-485.
  23. Livaoglu, R., Cakir, T., Dogangun, A. and Aytekin, M. (2011), "Effects of backfill on seismic behavior of rectangular tanks", Ocean Eng., 38(10), 1161-1173. https://doi.org/10.1016/j.oceaneng.2011.05.017
  24. Livaoglu, R. and Dogangun, A. (2006), "simplified seismic analysis procedures for elevated tanks considering fluidstructure-soil interaction", J. Fluids Struct., 22(3), 421-439. https://doi.org/10.1016/j.jfluidstructs.2005.12.004
  25. Livaoglu, R. and Dogangun, A. (2007), "Effect of foundation embedment on seismic behavior of elevated tanks considering fluid-structure-soil interaction", Soil Dyn. Earthq. Eng., 27(9), 855-863. https://doi.org/10.1016/j.soildyn.2007.01.008
  26. Lysmer, J. (1979), "Finite Element Analysis of Soil-Structure Interaction", Appendix to "Analysis for Soil-Structure Interaction Effects for Nuclear Power Plants", Report by the Ad Hoc Group on Soil-Structure Interaction, Nuclear Structures and Materials Committee of the Structural Division of ASCE.
  27. Marashi, E.S. and Shakib, H. (2008), "Evaluations of dynamic characteristics of elevated water tanks by ambient vibration tests", Proceedings of the fourth International Conference on Civil Engineering, Tehran, Iran.
  28. Moslemi, M., Kianoush, M.R. and Pogorzelski, W. (2011), "Seismic response of liquid-filled elevated tanks", J. Eng. Struct., 33(6), 2074-2084. https://doi.org/10.1016/j.engstruct.2011.02.048
  29. Novak, M. (1974), "Dynamic stiffness and damping of piles", Can. Geotech. J., 11(4), 574-598. https://doi.org/10.1139/t74-059
  30. Novak, M. and Aboul-Ella, F. (1978). "Impedance functions of piles in layered media", J. Eng. Mech., ASCE., 104(3), 643-661.
  31. Novak, M., Nogami, T. and Aboul-Ella, F. (1978), "Dynamic soil reaction for plane strain case", J. Eng. Mech., ASCE., 104(4), 953-595.
  32. Pacheco-Crosetti, G.E. (2007), "Dynamic lateral response of single piles considering soil inertia contribution", Ph.D. Dissertation, Civil Engineering & Surveying Department, University of Puerto Rico
  33. Pacheco, G., Suarez, L. and Pando, M. (2008), "Dynamic lateral response of single pile considering soil inertia contributions", The 14th World conference on earthquake engineering, Beijing, China.
  34. Preisig, M. and Jeremic, B. (2005), "Nonlinear finite element analysis of dynamic soil-foundation-structure interaction", SFSI report, NSF-CMS-0337811, Department of Civil and Environmental Engineering. University of California, Davis.
  35. Resheidat, R.M. and Sunna, H. (1990), "Behavior of elevated storage tanks during earthquakes", Proceedings of the 3th World Conference on Earthquake Engineering, Moscow.
  36. Shirgir, V., Ghanbari, A. and Shahrouzi, M. (2015), "Natural frequency of single pier bridges considering soil-structure interaction", J. Earthq. Eng., 20(4), 611-632.
  37. Sorace, S., Terenzi, G. and Mori, C. (2015), "Analysis of an elevated water storage tank with R/C frame staging structure", Proceedings of the 14th world conference on seismic isolation, energy dissipation and active vibration control of structures, San Diego, CA.
  38. Torabi, H. and Rayhani, M.T. (2014), "Three-dimensional finite element modeling of seismic soil-structure interaction in soft soil", Comput. Geotech., 60, 9-19. https://doi.org/10.1016/j.compgeo.2014.03.014
  39. Westergaard, H.M. (1933), "Water pressures on dams during earthquakes", Trans. Am. Soc. Civ. Eng., 98, 418-433.
  40. Wolf, J.P. (1985), "Dynamic soil-structure interaction", Prentice-Hall: Englewood Cliffs, NJ.

피인용 문헌

  1. A new approach to estimate the factor of safety for rooted slopes with an emphasis on the soil property, geometry and vegetated coverage vol.3, pp.3, 2017, https://doi.org/10.12989/acd.2018.3.3.269
  2. Damage states of yielding and collapse for elevated water tanks supported on RC frame staging vol.67, pp.6, 2017, https://doi.org/10.12989/sem.2018.67.6.587
  3. Zemin-yapı etkileşiminin betonarme bacaların dinamik davranışına etkisi vol.7, pp.1, 2017, https://doi.org/10.29130/dubited.465732
  4. Effects of soil on the energy response of equipment–structure systems with different connection types between the equipment and structure vol.29, pp.9, 2017, https://doi.org/10.1002/tal.1735
  5. Three‐dimensional coupled wind‐induced vibration calculation method for super high‐rise buildings based on high‐frequency force balance technology vol.29, pp.12, 2017, https://doi.org/10.1002/tal.1772
  6. Effect of Soil Improvement Techniques on Increasing the Lateral Resistance of Single Piles in Soft Clay (Numerical Investigation) vol.39, pp.6, 2017, https://doi.org/10.1007/s10706-020-01534-9