Volume -                   IJCE , - : 9-15 | Back to browse issues page

XML Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
KAVEH A., RAHIMI BONDARABADY H.A., SHAHRYARI L.. BUCKLING LOAD OF SYMMETRIC PLANAR FRAMES WITH SEMI-RIGID JOINTS USING GRAPH THEORY. IJCE
URL: http://ijce.iust.ac.ir/article-1-68-en.html
BUCKLING LOAD OF SYMMETRIC PLANAR FRAMES WITH SEMI-RIGID JOINTS USING GRAPH THEORY
KAVEH A. , RAHIMI BONDARABADY H.A. , SHAHRYARI L.
Abstract:   (501 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.
Keywords: SYMMETRY, BUCKLING LOAD, SEMI, RIGIDFRAME, DECOMPOSITION, HEALING, GRAPH THEORY
     
Type of Study: Research Paper |
Add your comments about this article : Your username or Email:
CAPTCHA
Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

© 2025 CC BY-NC 4.0 | International Journal of Civil Engineering

Designed & Developed by : Yektaweb