Finite element analysis of beams on no- tension foundation

In this paper a finite element analysis of beams on no-tension foundation is presented. To establish the algorithm the Winder's model of the foundation is used it is assumed that the total stiffness of the structure consists of the stiffness of the beam and the stiffness of the foundation. The...

Full description

Bibliographic Details
Main Author: Nguyen Van Le
Format: Article
Language:English
Published: Publishing House for Science and Technology 1982-06-01
Series:Vietnam Journal of Mechanics
Online Access:https://vjs.ac.vn/index.php/vjmech/article/view/10452