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Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression

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Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression

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Aguero Ramón Llin, A.; Pallarés Rubio, L.; Pallarés Rubio, FJ. (2015). Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression. Engineering Structures. 96:160-177. doi:10.1016/j.engstruct.2015.03.065

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Title: Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression
Author:
UPV Unit: Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Issued date:
Abstract:
The purpose of this paper is to present a proposal for the design of steel structures sensitive to buckling due to compression in order to fill in the gaps in the current Standard EN 1993-1-1 guidelines for obtaining the ...[+]
Subjects: Buckling , Torsional flexural , Steel design , Nonlinear analysis , Geometric imperfection
Copyrigths: Cerrado
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2015.03.065
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2015.03.065
Type: Artículo

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