Fast practical analytical model for analysis of backfill-rectangular tank-fluid interaction systems

Author:

Cakir Tufan,Livaoglu Ramazan

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference45 articles.

1. Earthquake analysis of flexible rectangular tanks by using the Lagrangian fluid finite element;Doğangün;European Journal of Mechanics – A/Solids,1997

2. Priestley MJN, Davidson BJ, Honey GD, Hopkins DC, Martin RJ, Ramsay G, et al. Seismic design of storage tanks: recommendation of a study group of the New Zealand National Society for Earthquake Engineering; 1986. p. 180.

3. Seismic response of base-isolated liquid storage tanks considering fluid–structure–soil interaction in time domain;Cho;Soil Dynamics and Earthquake Engineering,2004

4. Efficient modal analysis for structures with soil–structure interaction;Wu;Earthquake Engineering and Structural Dynamics,1995

5. Investigation of seismic behavior of fluid-rectangular tank–soil/foundation systems in frequency domain;Livaoglu;Soil Dynamics and Earthquake Engineering,2008

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