Location
St. Louis, Missouri
Presentation Date
29 Apr 1981, 1:30 pm - 5:00 pm
Abstract
Within the limited space, the authors have aimed to present concisely final forms of influence function of circle center displacement due to either suddenly or harmonically acted vertical load uniformly distributed over circular area on the surface of an elastic half-space, along with formulae of the method of influence function of circle center displacement for determination of the vertical displacements of points outside and inside the bases of circular, ring and rectangular foundations, as well as the average displacement of these bases. The determination of the parameters of the lumped analog for vibration of the rectangular foundations has also been discussed in a brief manner.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
1st International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1981 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Wang, Y. S.; Wang, K. C.; and He, T. Q., "Method of Influence Function and Its Application" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 8.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session04b/8
Included in
Method of Influence Function and Its Application
St. Louis, Missouri
Within the limited space, the authors have aimed to present concisely final forms of influence function of circle center displacement due to either suddenly or harmonically acted vertical load uniformly distributed over circular area on the surface of an elastic half-space, along with formulae of the method of influence function of circle center displacement for determination of the vertical displacements of points outside and inside the bases of circular, ring and rectangular foundations, as well as the average displacement of these bases. The determination of the parameters of the lumped analog for vibration of the rectangular foundations has also been discussed in a brief manner.
