TECHNICAL PAPERS
Mar 1, 1994

Free‐Vibration Analysis of Tank Containing Two Liquids

Publication: Journal of Engineering Mechanics
Volume 120, Issue 3

Abstract

A study of the dynamic characteristics of rigidly supported upright circular cylindrical tanks containing two different liquids is presented. The governing differential equations for the tank—two‐liquid system are obtained by application of the Rayleigh‐Ritz procedure in combination with Lagrange's equation. The response functions examined include the fundamental natural frequency, the associated mode of vibration and hydrodynamic pressure exerted against the tank wall. Unlike the cases of tanks containing one liquid in which the dynamic response is controlled by four parameters, the dynamic response of a tank that contains two liquids is controlled by six parameters. The numerical results are presented in tabular and graphic forms, and are compared with those of the identical tank filled with one liquid. Also, a simple approximate equation for evaluating the fundamental natural frequency for preliminary design is proposed.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Arya, A. S., Thakkar, S. K., and Goyal, A. C. (1971). “Vibration analysis of thin cylindrical containers.” J. Engrg. Mech., ASCE, 97(2), 317–331.
2.
Bandyopadhyay, K. K. (1991). “Overview of seismic panel activities.” Proc. 3rd DOE Natural Phenomena Hazards Mitigation Conf., Department of Energy, Washington, D.C., 423–429.
3.
Bleigh, H. H., and Dimaggio, F. (1953). “A strain‐energy expression for thin cylindrical shells.” J. Appl. Mech., 75, 448–449.
4.
Burris, L., Steuneberg, R. K., and Miller, W. E. (1987). “The application of electrorefining for recovery and purification of fuel discharged from the integral fast reactor.” AICHE Symp. Ser., 83(254).
5.
Currie, I. G. (1974). Fundamental mechanics of fluids. McGraw‐Hill Book Co., New York, N.Y.
6.
Felgar, R. P. (1950). “Formulars for integrals containing characteristic functions of a vibrating beams.” Circular No. 14, Bureau of Engineering Research, Texas University, Austin, Tex.
7.
Haroun, M. A., and Housner, G. W. (1981). “Seismic design of liquid storage tanks.” J. Tech. Councils of ASCE, ASCE, 107(1), 191–207.
8.
Haroun, M. A., and Housner, G. W. (1982). “Complications in free vibration analysis of tanks.” J. Engrg. Mech., ASCE, 108(5), 801–818.
9.
Housner, G. W. (1957). “Dynamic pressure on accelerated fluid container.” Bull. Seismological Soc. of America, 47, 15–35.
10.
Tang, Y. (1986). “Studies of dynamic response of liquid storage tanks,” PhD thesis, Rice University, Houston, Tex.
11.
Tang, Y. (1992). “Hydrodynamic pressure in a tank containing two liquids.” Proc., 1992 ASME PVP Conf., American Society of Mechanical Engineers (ASME), New York, N.Y., 223, 97–104.
12.
Tang, Y. (1993a). “Dynamic response of a tank containing two liquids.” J. Engrg. Mech., ASCE, 119(3), 531–548.
13.
Tang, Y. (1993b). “Sloshing displacements in a tank containing two liquids.” Proc., 1993 ASME PVP Conf., American Society of Mechanical Engineers (ASME), New York, N.Y., 223, 97–100.
14.
Tang, Y., and Chang, Y. W. (1993). “The exact solutions to the dynamic response of tanks containing two liquids.” Rep. ANL/RE‐93/2, Argonne National Laboratory, Argonne, Ill.
15.
Veletsos, A. S. (1984). “Seismic response and design of liquid storage tanks.” Guidelines for the seismic design of oil and gas pipeline systems. ASCE, New York, N.Y., 255–370 and 443–461.
16.
Veletsos, A. S., and Yang, J. Y. (1977). “Earthquake response of liquid storage tanks.” Advances in Civil Engineering through Engineering Mechanics; Proc., Engrg. Mech. Div. Specialty Conf., ASCE, New York, N.Y., 1–24.
17.
Yang, J. Y. (1976). “Dynamic behavior of fluid‐tank systems,” PhD thesis, Rice University, Houston, Tex.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 120Issue 3March 1994
Pages: 618 - 636

History

Received: Nov 19, 1992
Published online: Mar 1, 1994
Published in print: Mar 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Yu Tang, Associate Member, ASCE
Struct. Engr., Reactor Engrg. Div., Argonne Nat. Lab., Argonne, IL 60439

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share