A refined analysis of sloshing effects in seismically excited tanks

Author:

Fischer F.D.,Rammerstorfer F.G.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference33 articles.

1. Storage tanks under earthquake loading;Rammerstorfer;ASME Appl Mech Rev,1990

2. Earthquake resistant design of anchored and unanchored liquid storage tanks under three-dimensional earthquake excitation;Fischer,1991

3. Hamdan FH. Buckling of tanks during earthquakes: field observations, code predictions and finite element analysis. In: Krupka V, Schneider P, editors. Proc. Carrying Capacity of Steel Shell Structures, Brno, 1997, pp. 199–205.

4. Eurocode 8: Design of structures for earthquake resistance. Part 4: Silos, tanks and pipelines, CEN Euopean Committee for Standardization, Brussels, European Prestandard 1997, European Standard, 1998.

5. Dynamic response of vertically excited liquid storage tanks considering liquid–soil interaction;Fischer;Earthquake Engng Struct Dyn,1988

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