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

Author:

Wunderlich W.,Rapolder M.

Publisher

Springer Netherlands

Reference17 articles.

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

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

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

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

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

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1. A refined analysis of sloshing effects in seismically excited tanks;International Journal of Pressure Vessels and Piping;1999-08

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