AU - Kaveh, A.
AU - Rahimi Bondarabady, H.A.
AU - Shahryari, L.
TI - Buckling Load of Symmetric Planar Frames with Semi-rigid Joints Using Graph Theory
PT - JOURNAL ARTICLE
TA - IJCE
JN - IJCE
VO - 4
VI - 3
IP - 3
4099 - http://ijce.iust.ac.ir/article-1-340-en.html
4100 - http://ijce.iust.ac.ir/article-1-340-en.pdf
SO - IJCE 3
ABĀ - 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.
CP - IRAN
IN -
LG - eng
PB - IJCE
PG - 157
PT - Research Paper
YR - 2006