Simplified seismic analysis procedures for elevated tanks considering fluid-structure-soil interaction

Journal of Fluids and Structures

Volumn 22, Issue 3, 2006, Pages 421-439

  Livaoglu R ^a   Dogangun A ^a  

^a KARADENIZ TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Elevated tanks; Fluid structure interaction; Simplified procedures; Soil structure interaction

Indexed keywords

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS; TANKS (CONTAINERS);

FLUID-STRUCTURE-SOIL INTERACTION; SEISMIC ANALYSIS; SIMPLIFIED PROCEDURES;

FLUID STRUCTURE INTERACTION;

FINITE ELEMENT METHOD; FLUID STRUCTURE INTERACTION; MATHEMATICAL MODELS; SOIL STRUCTURE INTERACTIONS; STRUCTURAL ANALYSIS; TANKS (CONTAINERS);

EID: 33645778761     PISSN: 08899746     EISSN: 10958622     Source Type: Journal    
DOI: 10.1016/j.jfluidstructs.2005.12.004     Document Type: Article

References (44)

1. ACI 371R-98 (American Concrete Institute), 1995. Guide to the Analysis Design and Construction of Concrete-pedestal Water Tower. ACI 371R.
2. ADINA. Automatic Dynamic Incremantal Nonlinear Analysis (2004), ADINA R & D, Inc, Watertown, MA 02472, USA
3. ANSYS, 2004. Inc. Southpointe, 275 Technology Drive. Canonsburg, PA 15317, USA.
4. Bardet P.J. Experimental Soil Mechanics (1997), Prentice-Hall, Upper Saddle River, NJ
5. Barton D.C., and Parker J.V. Finite element analysis of the seismic response of anchored and unanchored liquid storage tanks. Earthquake Engineering and Structural Dynamics 15 (1987) 299-322
6. Bauer H.F. Fluid oscillations in the containers of a space vehicle and their i{dotless}nfluence upon stability. NASA TR R 187 (1964)
7. Chandrasekaran, A.R., Krishna, J., 1954. Water towers in seismic zones. In: Proceedings of the Third World Conference on Earthquake Engineering, New Zealand, vol. IV, pp. 161-171.
8. Chavez, J.W., Fenves, G.L., 1994. EAGD-SLIDE: a computer program for the earthquake analysis of concrete gravity dams i{dotless}ncluding base sliding. Structural Engineering, Mechanics, and Materials, Department of Civil and Environmental Engineering, Report No. UCB/SEMM-94/02, University of California, Berkeley, USA.
9. Chen, C.P., Barber, R.B., 1976. Seismic design of liquid storage tanks to earthquakes. International Symposium on Earthquake Structural Engineering, St. Louis, MO, vol. II, pp. 1231-1247.
10. Coduto P.D. Foundation Design: Principles and Practices. second ed (2001), Prentice-Hall, Upper Saddle River, NJ
11. Dieterman, H.A., 1988. Dynamics of tower, liquid-structure-foundation interaction. Ph.D. Dissertation, TU Delft, Netherlands.
12. Doǧangün, A., Durmus, A., Ayvaz, Y., 1996a. Finite element analysis of seismic response of rectangular tanks using added mass and Lagrangian approach. Proceedings of the Second International Conference on Civil Engineering Computer Applications Research and Practice, Bahrain, April 6-8, vol. I, pp. 371-379.
13. Doǧangün, A., Livaoǧlu, R., 2004. Hydrodynamic pressures acting on the walls of rectangular fluid containers, Structural Engineering and Mechanics 17, 203-214
14. Doǧangün A., Durmus A., and Ayvaz Y. Static and dynamic analysis of rectangular tanks by using the Lagrangian fluid finite element. Computers & Structures 59 (1996) 547-552
15. Doǧangün A., Durmus A., and Ayvaz Y. Earthquake analysis of flexible rectangular tanks using the Lagrangian fluid finite element. European Journal of Mechanics-A/Solids 16 (1997) 165-182
16. Donea J., Gi{dotless}uliani S., and Halleux J.P. An arbitrary Lagrangian-Eulerian Finite Element method for transient dynamic fluid-structure interaction. Computer Methods in Applied Mechanics and Engineering 33 (1982) 689-723
17. Dutta S.C., Jain S.K., and Murty C.V.R. Alternate tank staging configurations with reduced torsional vulnerability. Soil Dynamics and Earthquake Engineering 19 (2000) 199-215
18. Dutta S.C., Jain S.K., and Murty C.V.R. Assessing the seismic torsional vulnerability of elevated tanks with RC frame-type staging. Soil Dynamics and Earthquake Engineering 19 (2000) 183-197
19. Dutta S.C., Jain S.K., and Murty C.V.R. Inelastic seismic torsional behavior of elevated tanks. Journal of Sound and Vibration 242 1 (2001) 151-167
20. Epstein H.I. Seismic design of liquid-storage tanks. ASCE Journal of Structural Division 102 (1976) 1659-1673
21. Eurocode-8, 2003. Design of structures for earthquake resistance-Part 1. 1:General rules-Seismic action and general requirements for structures-Part 4: Silos, tanks and pipelines. European Committee for Standardization, Final PT Draft.
22. FEMA 368/369, 2000. The 2000 NEHRP Recommended Provisions for New Buildings and Other Structures, Part 1: Provision and Part 2: Commentary. Federal Emergency Management Agency, Washington.
23. Fischer F.D., Rammerstorfer F.G., and Scharf K. Earthquake resistant design of anchored and unachored liquid storage tanks under three dimensional earthquake excitation. In: Schuellor G.I. (Ed). Structural Dynamics-Recent Advances (1991), Springer, Amsterdam 317-371
24. Haroun M.A., and Housner G.W. Seismic design of liquid storage tanks. ASCE Journal of Technical Councils 107 1 (1981) 191-207
25. Haroun M.A., and Ellaithy M.H. Seismically induced fluid forces on elevated tanks. Journal of Technical Topics in Civil Engineering 111 (1985) 1-15
26. Housner G.W. Dynamic behavior of water tanks. Bulletin of the Seismological Society of the America 53 (1963) 381-387
27. Livaoǧlu, R., 2005. Investigation of the earthquake behavior of elevated tanks considering fluid-structure-soil interactions. Ph.D. Thesis, Karadeniz Technical University, Trabzon, 2005 (in Turkish).
28. Livaoǧlu R., and Doǧangün A. Sismic evaluation of fluid-elevated tank-foundation/soil systems in frequency domain. Structural Engineering and Mechanics 21 (2005) 101-119
29. Malhotra P.K., Wenk T., and Weiland M. Simple procedure of seismic analysis of liquid-storage tanks. Journal of Structural Engineering International, IABSE 10 3 (2000) 197-201
30. Olson L.G., and Bathe K.J. A study of displacement-based fluid finite elements for calculating frequencies of fluid and fluid-structure systems. Nuclear Engineering and Design 76 (1983) 137-151
31. Priestley M.J.N., Davidson B.J., Honey G.D., Hopkins D.C., Martin R.J., Ramsey G., Vessey J.V., and Wood J.H. Seismic Design of Storage Tanks (1986), Recommendation of a study group the New Zealand Society for Earthquake Engineering, New Zealand
32. Rai D.C. Seismic retrofitting of R/C shaft support of elevated tanks. Earthquake Spectra 18 (2002) 745-760
33. SAP2000. Integrated Software for Structural Analysis & Design (2004), Computers and Structures Inc., Berkeley, CA
34. SOLVIA. The Finite Element System for Linear and Nonlinear Analysis of Displacements, Stresses and Temperatures Under Static or Dynamic Conditions (2004), SOLVIA Engineering AB, Sweden
35. Tan H., and Chopra A.K. EACD-3D-96-Three-dimensional Earthquake Analysis of Concrete Dams (1996), Department of Civil and Environmental Engineering, University of California, Berkeley, USA
36. Veletsos A.S. Seismic Response and Design of Liquid Storage Tanks, Guidelines for the Seismic Design of Oil and Gas Pipeline Systems (1984), ASCE, New York pp. 255-461
37. Veletsos, S.A., Prasad, M.A., Tang, Y., 1988. Design approaches for soil structure interaction. Technical Report NCEER-88-00331, National Center for Earthquake Engineering Research.
38. Westergaard H.M. Water pressures on dams during earthquakes. Proceedings of the ASCE 57 (1931) 1303
39. Wilson E.L. Three-dimensional Static and Dynamic Analysis of Structures-a Physical Approach with Emphasis on Earthquake Engineering. third ed (2002), Computers and Structures Inc, Berkeley, CA, USA
40. Wilson E.L., and Khalvati M. Finite elements for the dynamic analysis of fluid-solid systems. International Journal of Numerical Methods in Engineering 19 (1983) 1657-1668
41. Wolf J.P. Dynamic Soil-Structure Interaction (1985), Prentice-Hall, Englewood Cliffs, NJ
42. Youssef, A., 1998. Seismic response of inelastic sructures on compliant foundations. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Northeastern University Boston, MA, USA.
43. Zeiny, A., 1995. Nonlinear time-dependent seismic response of unanchored liquid storage tanks. Ph.D. Dissertation, University of California, Irvine, CA, USA.
44. Zienkiewicz O.C., and Bettes P. Fluid-structure dynamic interaction and wave forces; an introduction to numerical treatment. International Journal of Numerical Methods in Engineering 13 (1978) 1-16