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title

Equivalent buckling length factor of semi-rigid frames with tapered columns

Credit to Download: 1 | Page Numbers 12 | Abstract Views: 278
Year: 2014
Present: پوستري
COI code: ISSEE01_024
Paper Language: English

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Authors Equivalent buckling length factor of semi-rigid frames with tapered columns

  Mohsen Bambaeechee - Ph.D. Student, Ferdowsi University of Mashhad

Abstract:

In this paper, a new exact formulation for calculating the elastic buckling load of semi-rigid steel frames withtapered columns will be obtained. The presented methodology is based on the precise solution of the governingdifferential equations for buckling of the uniform and non-uniform frames. Then, the effects of the non-prismaticmembers, with a parabolic stiffness variation, flexibility of connections, and lateral bracing on the buckling lengthfactor and corresponding critical load of a portal frame will be investigated parametrically. Results show thecombined effect of aforenamed parameter on the critical buckling load and corresponding equivalent bucklinglength factor of portal steel frames is very significant.

Keywords:

Buckling analysis, Tapered columns, Semi-rigid connections, Steel frames, Buckling length factor, Critical load

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https://www.civilica.com/Paper-ISSEE01-ISSEE01_024.html
COI code: ISSEE01_024

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Bambaeechee, Mohsen, 2014, Equivalent buckling length factor of semi-rigid frames with tapered columns, national Conference on Social Psychology and Educational and Social Sciences, تهران, انجمن علمي مهندسي سازه ايران, https://www.civilica.com/Paper-ISSEE01-ISSEE01_024.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
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Type: state university
Paper No.: 23513
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