Title : ( stability of one bay symmetrical frames with nonouniform members )
Authors: Fereidoon Irani ,
Full TextAbstract
This paper deals with simple portal or gable steel frames with varying moment of inertia. Critical load for such frames is calculated by means of a very simple and approximate method through which the variation of moment of inertia for the members for the members is considered by a quadratic function and then the equilibrium and continuity conditions have been used. The degree of precision of this method has been checked by a computer method in a numerical example. The method is applicable only for one bay steel frames.
Keywords
, frames, steel frames, nonuniform members, stability
@article{paperid:1036080,
author = {Irani, Fereidoon},
title = {stability of one bay symmetrical frames with nonouniform members},
journal = {International Journal of Engineering},
year = {1988},
volume = {1},
number = {4},
month = {November},
issn = {1025-2495},
pages = {193--200},
numpages = {7},
keywords = {frames; steel frames; nonuniform members; stability},
}
%0 Journal Article
%T stability of one bay symmetrical frames with nonouniform members
%A Irani, Fereidoon
%J International Journal of Engineering
%@ 1025-2495
%D 1988
