| dc.contributor.author | Irani, F. | en_US |
| dc.date.accessioned | 1399-07-09T08:09:20Z | fa_IR |
| dc.date.accessioned | 2020-09-30T08:09:20Z | |
| dc.date.available | 1399-07-09T08:09:20Z | fa_IR |
| dc.date.available | 2020-09-30T08:09:20Z | |
| dc.date.issued | 1988-11-01 | en_US |
| dc.date.issued | 1367-08-10 | fa_IR |
| dc.identifier.citation | Irani, F.. (1988). Stability of One Bay Symmetrical Frames with Nonuniform Members. International Journal of Engineering, 1(4), 193-200. | en_US |
| dc.identifier.issn | 1025-2495 | |
| dc.identifier.issn | 1735-9244 | |
| dc.identifier.uri | http://www.ije.ir/article_70990.html | |
| dc.identifier.uri | https://iranjournals.nlai.ir/handle/123456789/336030 | |
| dc.description.abstract | 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 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. | en_US |
| dc.format.extent | 323 | |
| dc.format.mimetype | application/pdf | |
| dc.language | English | |
| dc.language.iso | en_US | |
| dc.publisher | Materials and Energy Research Center | en_US |
| dc.relation.ispartof | International Journal of Engineering | en_US |
| dc.title | Stability of One Bay Symmetrical Frames with Nonuniform Members | en_US |
| dc.type | Text | en_US |
| dc.contributor.department | Civil Engineering, Ferdowsi University of Mashhad | en_US |
| dc.citation.volume | 1 | |
| dc.citation.issue | 4 | |
| dc.citation.spage | 193 | |
| dc.citation.epage | 200 | |
