Analysis of Internal Force Calculation of Beams with Finite Length Bearing Several Point Loads and on Soil Foundation
LI Li,LIU Dong-yan
DOI:10.11835/j.issn.1674-4764.2005.05.017
Received ,Revised May 21, 2005, Accepted , Available online July 01, 2015
Volume ,2005,Pages 73-77
- Abstract
For making the theoretic results close to the fact,two methods used to calculate the internal force of beams with finite length bearing several point loads and on soil foundation were compared.These two methods were based on the Winkler's assumption and the half-space elastic foundation theory respectively.Through theoretic analysis,the difference between the two methods was found.And with the aid of FLAC~(3D) analysis,it was clear that the results deduced by the method based on the Winkler's assumption were more close to the fact.