Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
266277 | Engineering Structures | 2015 | 15 Pages |
Abstract
The purpose of this paper is to present a proposal for the design of steel structures sensitive to lateral torsional buckling due to bending moment in order to fill the gaps in the current Standard EN 1993-1-1, guidelines for obtaining the magnitude of the imperfection. The proposal generalizes the approach provided in clause 5.3.2(11) of EN 1993-1-1 for steel structures sensitive to flexural buckling under compression.
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Authors
A. Agüero, F.J. Pallarés, L. Pallarés,