Linear and nonlinear 2D finite element analysis of sloshing modes and pressures in rectangular tanks subject to horizontal harmonic motions

Author:

Virella Juan C.,Prato Carlos A.,Godoy Luis A.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference16 articles.

1. Fluid-structure interaction analysis of 3-D rectangular tanks by a variationally coupled BEM-FEM and comparison with test results;Koh;Earthquake Engineering and Structural Dynamics,1998

2. The dynamic behavior of water tanks;Housner;Bulletin of Seismological Society of America,1963

3. Stress analysis of rectangular walls under seismically induced hydrodynamic loads;Haroun;Bulletin of Seismological Society of America,1984

4. A.S. Veletsos, Seismic effects in flexible liquid-storage tanks, Proceedings of the Fifth World Conference on Earthquake Engineering, Rome, Italy, 1973, pp. 630–639.

5. A.S. Veletsos, Seismic response and design of liquid storage tanks: Guidelines for the seismic design of oil and gas pipeline systems, ASCE Technical Council on Lifeline Earthquake Engineering, New York, 1984, pp. 443–461.

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