TECHNICAL PAPERS
Jun 1, 1987

Trefftz's Method for Vibration of Rigid Plate

Publication: Journal of Engineering Mechanics
Volume 113, Issue 6

Abstract

Trefftz's method is applied to study the vertical vibration of a rigid rectangular plate of infinite length resting on an elastic half‐space. The problem is formulated as one of diffraction of elastic waves. The method consists in using c‐complete or T‐complete (T after Trefftz) families of solutions of the governing equations in the medium to construct the diffracted displacement fields as linear combinations of such solutions. Coefficients are obtained from the treatment of boundary conditions using a collocation least‐square scheme. The relationship between the vertical contact force applied to the plate and vertical displacement is given in terms of a complex stiffness that depends on the frequency. Numerical values are given for different Poisson's ratios. They are compared with those obtained by an analytical method.

Get full access to this article

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

References

1.
Abascal, R., and Domínguez, J., “Vibrations of Footings on Zoned Viscoelastic Soils,” Journal of Engineering Mechanics, ASCE, Vol. 112, No. 5, May, 1986, pp. 433–447.
2.
Bravo, M. A., Sánchez‐Sesma, F. J., and Chávez‐García, F. J., “Ground Motion on Stratified Alluvial Deposits for Incident SH Waves,” Bulletin of the Seismological Society of America, submitted.
3.
Domínguez, J., “Dynamic Stiffness of Rectangular Foundations,” Report R‐78‐20, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Mass., 1978.
4.
Domínguez, J., and Alarcón, E., “Elastodynamics,” Progress in Boundary Element Methods, Vol. 1, C. A. Brebbia, Ed., Vol. 1, Pentech Press, London, U.K., 1981.
5.
Goetschel, D. B., Dong, S. B., and Muki, R., “A Global Local Finite Element Analysis of Axisymmetric Scattering of Elastic Waves,” Journal of Applied Mechanics, ASME, Vol. 49, 1982, pp. 816–820.
6.
Herrera, I., Boundary Methods: An Algebraic Theory, Pitman Advanced Publishing Program, Boston, Mass.‐London, U.K.‐Melbourne, Australia, 1984.
7.
Karasudhi, P., Keer, L. M., and Lee, S. L., “Vibratory Motion of a Body on an Elastic Half‐Plane,” Journal of Applied Mechanics, ASME, Vol. 35, 1968, pp. 697–705.
8.
Lamb, H., “On the Propagation of Tremors Over the Surface of an Elastic Solid,” Transactions of the Royal Society, Vol. 203, 1904, London, England, pp. 1–42.
9.
Luco, J. E., and Westmann, R. A., “Dynamic Response of a Rigid Footing Bonded to an Elastic Half‐Space,” Journal of Applied Mechanics, ASME, Vol. 39, 1972, pp. 527–534.
10.
Miller, G. F., and Pursey, H., “On the Partition of Energy between Elastic Waves in a Semi‐infinite Solid,” Proceedings of the Royal Society, Vol. 233, 1955, London, England, pp. 55–69.
11.
Quinlan, P. M., “The Elastic Theory of Soil Dynamics,” Symposium on Dynamic Testing of Soils, ASTM‐STP No. 156, 1953, pp. 3–34.
12.
Reissner, E., “Stationare, Axialsymetrische durch eine Schuttelnde Masse Erregte Schwingungen eines Homogenen Elastischen Halbraumes,” Ingenieur‐Archiv. 7(6), 1936, pp. 381–396 (in German).
13.
Sánchez‐Sesma, F.‐J., Bravo, M. A., and Herrera, I., “Surface Motion of Topographical Irregularities for Incident P, SV and Rayleigh Waves,” Bulletin of the Seismological Society of America, Vol. 75, No. 1, 1985, pp. 263–269.
14.
Sánchez‐Sesma, F.‐J., Herrera, I., and Avilés, J., “A Boundary Method for Elastic Wave Diffraction. Application to Scattering of SH Waves by Surface Irregularities,” Bulletin of the Seismological Society of America, Vol. 72, No. 2, 1982, pp. 473–490.
15.
Sommerfeld, A., Partial Differential Equations in Physics, Academic Press, New York, N.Y., 1949.
16.
Sung, T. Y., “Vibrations in Semi‐Infinite Solids Due to Periodic Surface Loadings,” Symposium on Dynamic‐Testing of Soils, ASTM‐STP No. 156, 1953, pp. 35–64.
17.
Thomson, W. T., and Kobori, T., “Dynamical Compliance of Rectangular Foundations on an Elastic Half‐Space,” Journal of Applied Mechanics, ASME, Vol. 30, 1963, pp. 579–581.
18.
Trefftz, E., “Ein Gegenstruck zum Ritzchen Vergaren,” Proceedings of the Second International Congress on Applied Mechanics, Zurich, Switzerland, 1926 (in German).
19.
Wong, H. L., and Luco, J. E., “Dynamic Response of Rigid Foundations of Arbitrary Shape,” Earthquake Engineering and Structural Dynamic, Vol. 4, 1976, pp. 579–587.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 113Issue 6June 1987
Pages: 885 - 892

History

Published online: Jun 1, 1987
Published in print: Jun 1987

Permissions

Request permissions for this article.

Authors

Affiliations

Miguel A. Bravo
Res. Asst., Inst. de Ingeniería, Univ. Nacional Autónoma de México, Cd. Universitaria, Coyoacán 04510, México D.F., México
Francisco J. Sánchez‐Sesma
Prof. of Engrg., Inst. de Ingeniería, Univ. Nacional Autónoma de México, Cd. Universitaria, Coyoacán 04510, México D.F., México

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