Brescia, Manuela (2007) Rotation capacity and steel members classification criteria in seismic zones. Pollack Periodica, 2 (2). pp. 63-73. ISSN 1788-1994
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Abstract
In order to subdivide members into ductility classes is important to know the slenderness factor “ s ”, which can be defined as the ratio between critical tension that brings local instability of the compressed flange or the flexural-torsional instability and the yield tension. The current paper deals with the redefinition of coefficients in the expression of the over-strength factor “ s ” proposed by the new seismic Italian code OPCM 3274 for hot rolled and welded double-T sections and with the introduction of a new expression of the same parameter for other members with different shape like rectangular, square and circular hollow sections and slender C sections.
Item Type: | Article |
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Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
Depositing User: | Erika Bilicsi |
Date Deposited: | 18 Oct 2017 13:52 |
Last Modified: | 18 Oct 2017 13:52 |
URI: | http://real.mtak.hu/id/eprint/65679 |
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