TECHNICAL PAPERS
Oct 1, 1984

Explicit Green's Function Approach to Forced Vertical Vibrations of Circular Disk on Semi‐Infinite Elastic Space

Publication: Journal of Engineering Mechanics
Volume 110, Issue 10

Abstract

Arbitrary modes of vertical vibrations of a circular disk on an elastic half space is investigated mathematically. The problem is formulated with an integral equation, which describes explicitly the relation between the vertical displacement of the disk and the normal stress of contact. This equation has long remained difficult to handle, because its integral kernel has been represented as an integral of a singular function over an infinite interval. This integral kernel, the Green's function of the problem, can be reduced to definite integrals of some higher analytic functions over finite intervals. These higher functions, also defined as a definite integrals of trigonometric functions over a finite interval, are closely similar to the Bessel function and are easily evaluated. The integral equation accompanied by the new Green's function affords a basis of analysis; one can readily take the dynamic interaction into account by solving this equation simultaneously with the equation of motion of the disk or some other structure whose bottom is circular. Complicated structures can be treated if an appropriate discretization procedure is introduced. If the method presented here for the first time is applied to the problem of a rigid disk for demonstration, it gives identical solutions to the conventional theories.

Get full access to this article

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

References

1.
Adeli, H., Hejazi, M. S., Keer, L. M., and Nemat‐Nasser, S., “Dynamic Response of Foundations with Arbitrary Geometries,” Journal of the Engineering Mechanics Division, ASCE, Vol. 107, No. EM5, 1981, pp. 953–967.
2.
Arnold, R. N., Bycroft, G. N., and Warburton, G. B., “Forced Vibrations of a Body on an Infinite Elastic Solid,” Journal of Applied Mechanics, ASME, Vol. 22, 1955, pp. 391–400.
3.
Awojobi, A. O., and Grootenhuis, P., “Vibration of Rigid Bodies on Semi‐Infinite Elastic Media,” Philosophical Transactions of the Royal Society of London, Vol. 287, Series A., 1965, pp. 27–63.
4.
Bycroft, G. N., “Forced Vibrations of a Rigid Circular Plate on a Semi‐Infinite Elastic Space and on an Elastic Stratum,” Philosophical Transactions of the Royal Society of London, Vol. 248, Series A., 1956, pp. 327–368.
5.
Hamidzadeh‐Eraghi, H. R., and Grootenhuis, P., “The Dynamics of a Rigid Foundation on the Surface of an Elastic Half‐Space,” Earthquake Engineering and Structural Dynamics, Vol. 9, 1981, pp. 501–515.
6.
Iguchi, M., and Luco, J. E., “Dynamic Response of Flexible Rectangular Foundations on an Elastic Half‐Space,” Earthquake Engineering and Structural Dynamics, Vol. 9, 1981, pp. 239–249.
7.
Iguchi, M., and Luco, J. E., “Vibration of Flexible Plate on Viscoelastic Medium,” Journal of the Engineering Mechanics Division, ASCE, Vol. 108, No. EM6, 1982, pp. 1103–1120.
8.
Krenk, S., and Schmidt, H., “Vibration of an Elastic Circular Plate on an Elastic Half Space—A Direct Approach,” Journal of Applied Mechanics, ASME, Vol. 48, 1981, pp. 161–168.
9.
Lamb, H., “On the Propagation of Tremors Over the Surface of an Elastic Solid,” Philosophical Transactions of the Royal Society of London, Series A., Vol. 203, 1904, pp. 1–42.
10.
Luco, J. E., and Westmann, R. A., “Dynamic Response of Circular Footings,” Journal of the Engineering Mechanics Division, ASCE, Vol. 97, No. EM5, 1971, pp. 1381–1395.
11.
Reissner, E., “Stationäre, Axialsymmetrische, Durch eine Schüttelnde Masse Erregte Schwingungen eines Homogenen Elastischen Halbraumes,” Ingenieur‐Archiv, Band 7, 1936, pp. 381–396.
12.
Robertson, I. A., “Forced Vertical Vibration of a Rigid Circular Disk on a Semi‐Infinite Elastic Solid,” Proceedings of the Cambridge Philosophical Society, Series A., Vol. 62, 1966, pp. 547–553.
13.
Sezawa, K., “Further Studies on Rayleigh‐Waves Having Some Azimuthal Distribution,” Bulletin of the Earthquake Research Institute, Vol. 6, 1929, pp. 1–18.
14.
Warburton, G. B., “Forced Vibration of a Body on an Elastic Stratum,” Journal of Applied Mechanics, ASME, Vol. 23, 1956, pp. 55–58.
15.
Whittaker, W. L., and Christiano, P., “Dynamic Response of Plate on Elastic Half‐Space,” Journal of the Engineering Mechanics Division, ASCE, Vol. 108, No. EM1, 1982, pp. 133–154.
16.
Wong, H. L., and Luco, J. E., “Dynamic Response of Rigid Foundations of Arbitrary Shape,” Earthquake Engineering and Structural Dynamics, Vol. 4, 1976, pp. 579–587.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 110Issue 10October 1984
Pages: 1510 - 1523

History

Published online: Oct 1, 1984
Published in print: Oct 1984

Permissions

Request permissions for this article.

Authors

Affiliations

Hiromichi Higashihara, M. ASCE
Assoc. Prof., Dept. of Construction Engrg., Saitama Univ., 338 Urawa, Japan

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