Volume 4, Issue 3 (September 2006)
IJCE 2006, 4(3): 157-175 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Kaveh A, Rahimi Bondarabady H, Shahryari L. Buckling Load of Symmetric Planar Frames with Semi-rigid Joints Using Graph Theory. IJCE 2006; 4 (3) :157-175
URL: http://ijce.iust.ac.ir/article-1-340-en.html
URL: http://ijce.iust.ac.ir/article-1-340-en.html
Abstract: (10835 Views)
The main aim of this paper is to extend the recently developed methods for calculating the
buckling loads of planar symmetric frames to include the effect of semi-rigidity of the joints. This is
achieved by decomposing a symmetric model into two submodels and then healing them in such a
manner that the :::union::: of the eigenvalues of the healed submodels result in the eigenvalues of the
entire model. Thus the critical load of the frame is obtained using the eigenvalues of its submodels.
Type of Study: Research Paper |
Subject:
Design
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
