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Numerical Treatment of The Dynamic Soil-Structure-Fluid Interaction of Unanchored Liquid Storage Tanks

Parallel computing of a semi—analytical FE—model

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IUTAM Symposium on Discretization Methods in Structural Mechanics

Part of the book series: Solid Mechanics and its Applications ((SMIA,volume 68))

Abstract

A realistic analysis of containments, liquid-filled storage tanks, silos, and similar structures with rotational geometry should include the interaction effects between the structure and both the liquid and the ground. This is especially important for dynamic loading such as excitations caused by earthquakes or explosions that may cause damages in various parts of the structure [1].

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References

  1. Fischer, F. D., Rammerstorfer, F. G., Scharf, K. (1990) Earthquake resistant design of anchored and unanchored liquid storage tanks under three-dimensional earthquake excitations, in G. I. Schuëller (eds.) Structural Dynamics — Recent Advances, Springer, Heidelberg, Germany

    Google Scholar 

  2. Wunderlich, W. (1967) On the analysis of shells of revolution by transfer matrices (in German). Ing.-Arch. 36, 262–279

    Article  MATH  Google Scholar 

  3. Wunderlich, W., Cramer, H., Obrecht, H. (1985) Application of ring elements in the nonlinear analysis of shells of revolution under nonaxisymmetric loading, Comp. meth. in appl. mech. Eng. 51, 259–275

    Article  MATH  Google Scholar 

  4. Wunderlich, W., Springer H. and Goebel, W. (1989) Discretization and solution techniques for liquid filled shells of revolution under dynamic loading, Discretization Methods in Structural Mechanics, H. A. Mang, G. Kuhn (eds.), Springer-Verlag, Heidelberg, pp. 145–155

    Google Scholar 

  5. Wunderlich, W., Obrecht, H., Springer H. and Lu Z. (1989) A semi-analytical approch to the nonlinear analysis of shells of revolution, Analytical and Computational Models for Shells — ASME Winter Annual Meeting 1989, Noor, A. K., Belytschko, L. T, Simo, J. C. (eds.), ASME, New York, pp. 509–536

    Google Scholar 

  6. Wunderlich, W. and Temme, C., (1995) Soil-fluid-structure interaction of uplifting tanks., in N. E. Wiberg, (eds.) Advances infinite element technology, CIMNE, Barcelona, pp. 189–211

    Google Scholar 

  7. Wunderlich, W., Schäpertöns, B., Temme, C. (1994) Dynamic stability of nonlinear shells of revolution under consideration of the soil-fluid-structure—interaction. Int. J. for num. meth. in Eng. 37, 2679–2697

    Article  MATH  Google Scholar 

  8. Hughes, T. J. R. (1987) The Finite Element Method, Prentice-Hall, Englewood Cliffs, New Jersey, USA

    MATH  Google Scholar 

  9. Laursen, T. A. and Simo, J. C., (1993) A continuum-based Finite Element formulation for the implicit solution of multibody, large deformation frictional contact problems, Int. J. for num. meth. in Eng. 36, 3451–3485

    Article  MathSciNet  MATH  Google Scholar 

  10. Simo, J. C. and Tarnow, N. (1995) Non-linear dynamics of three—dimensional rods: Exact energy and momentum conserving algorithms, Int. J. for num. meth. in Eng. 38, 1431–1473

    Article  MathSciNet  MATH  Google Scholar 

  11. Hilber, H. M., Hughes, T. J. R. and Taylor, R. L. (1977) Improved numerical dissipation for time integration algorithms in structural dynamics, Earthquake Engineering and Structural Dynamics 5, 283–292

    Article  Google Scholar 

  12. Bauchau, O. A. et. al. (1995) Numerical integration of non-linear elastic multi-body systems, Int. J. for num. meth. in Eng. 38, 2727–2751

    Article  MathSciNet  MATH  Google Scholar 

  13. Chung, J. and Hulbert G. M. (1993) A time integration algorithm for structural dynamics with improved numerical dissipation: The generalized-α method, Journal of Applied Mechanics 60, 371–375

    Article  MathSciNet  MATH  Google Scholar 

  14. Dongarra, J. J., Geist, G. A., Manchek, R., and Sunderam, V. S. (1996) Integrated PVM framework supports heterogeneous network computing, in A. Y Zomaya (eds.), Parallel Computing, International Thomson Computer Press, London, pp. 435–451

    Google Scholar 

  15. Chien, Y. R, Carpenter, F., Ecer, A., and Akay, H. U. (1995) Load-balancing for parallel computation of fluid dynamics problems, Comp. meth. in appl. mech. Eng. 120, 119–130

    Article  MATH  Google Scholar 

  16. Klein, H. H. (1988) Realistische seismische Lastannahmen für Bauwerke, Bauingenieur 63, 221–228

    Google Scholar 

  17. Conte, J. P. and Peng, B. F. (1997) Fully nonstationary analytical earthquake ground-model, J. of Engineering Mechanics, ASCE 123, 15–24

    Article  Google Scholar 

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Author information

Authors and Affiliations

  1. Lehrstuhl für Statik, Technische Universität München, Arcisstr. 21, D-80333, München, Germany

    W. Wunderlich & M. Rapolder

Authors
  1. W. Wunderlich
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  2. M. Rapolder
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Editor information

Editors and Affiliations

  1. Institute for Strength of Materials, Vienna University of Technology, Austria

    H. A. Mang

  2. Institute of Lightweight Structures and Aerospace Engineering, Vienna University of Technology, Austria

    F. G. Rammerstorfer

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© 1999 Springer Science+Business Media Dordrecht

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Wunderlich, W., Rapolder, M. (1999). Numerical Treatment of The Dynamic Soil-Structure-Fluid Interaction of Unanchored Liquid Storage Tanks. In: Mang, H.A., Rammerstorfer, F.G. (eds) IUTAM Symposium on Discretization Methods in Structural Mechanics. Solid Mechanics and its Applications, vol 68. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-4589-3_11

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  • DOI: https://doi.org/10.1007/978-94-011-4589-3_11

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-5942-8

  • Online ISBN: 978-94-011-4589-3

  • eBook Packages: Springer Book Archive

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