Parametric Study of Seismic Soil‐Tank Interaction. I: Horizontal Excitation
Publication: Journal of Structural Engineering
Volume 118, Issue 3
Abstract
Dynamic soil‐tank interaction under horizontal seismic excitations has a profound effect on the amplification of hydrodynamic forces and moments exerted on tank structure. Analytical mechanical models for flexible cylindrical tanks, which also account for the effect of rigid‐base rocking motion and lateral translation, are used with a lumped‐parameters idealization of foundation soil. A comprehensive parametric analysis is conducted to study the effects and relative importance of a few factors influencing the seismic response of tank‐liquid‐soil systems. Computer programs are implemented to evaluate the system response to ground earthquake motions. Results are presented in the form of graphs that give engineers a useful tool for understanding the seismic performance of the system and for developing effective design procedures.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Abou‐Izzeddine, W. (1989). “Parametric study of seismic interaction of liquid storage tanks with foundation soil,” thesis presented to the Univ. of California, at Irvine, Calif., in partial fulfillment of the requirements for the degree of master of science.
2.
Haroun, M. A. (1991). “Assessment of seismic hazards to liquid storage tanks at port facilities.” Proc. 1990 POLA Seismic Workshop.
3.
Haroun, M. A. (1980). “Dynamic analyses of liquid storage tanks.” EERL 80‐4, California Inst. of Tech., Pasadena, Calif.
4.
Haroun, M. A., and Ellaithy, H. M. (1985a). “Model for flexible tanks undergoing rocking.” J. Engrg. Mech., ASCE, 111(2), 143–157.
5.
Haroun, M. A., and Ellaithy, H. M. (1985b). “Seismically induced fluid forces on elevated tanks.” J. Tech. Topics, ASCE, 111(1), 1–15.
6.
Haroun, M. A., and Housner, G. W. (1981). “Dynamic interaction of liquid storage tanks and foundation soil.” Proc. Second ASCE/EMD Specialty Conf. on Dynamic Response of Structures, ASCE, New York, N.Y., 346–360.
7.
Housner, G. W. (1957). “Dynamic pressures on accelerated fluid containers.” Bull. Seismol. Soc. Amer., 47(1), 15–35.
8.
Richart, F. E., Woods, R. D., and Hall, J. R. (1970). Vibrations of soils and foundations. Prentice‐Hall, Englewood Cliffs, N.J.
9.
Veletsos, A. S., and Tang, Y. (1987). “Rocking response of liquid storage tanks.” J. Engrg. Mech., ASCE, 113(11), 1774–1792.
10.
Veletsos, A. S., and Yang, J. Y. (1977). “Earthquake response of liquid storage tanks.” Proc. Annual EMD Specialty Conf., ASCE, New York, N.Y., 1–24.
Information & Authors
Information
Published In
Copyright
Copyright © 1992 ASCE.
History
Published online: Mar 1, 1992
Published in print: Mar 1992
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.