Beams on Elastic Foundation. The Simplified Continuum Approach
The key aspect in the design of flexible structural elements in contact with bearing soils is the way in which soil reaction, referred to qualitatively as soil’s reactive pressure (p), is assumed or accounted for in analysis. A magnitude and distribution of p might be preliminary assumed, or some ma...
Main Author: | |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2009-01-01
|
Series: | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
Subjects: | |
Online Access: | http://www.bipcons.ce.tuiasi.ro/Content/ArticleInformation.php?ArticleID=162 |