Effect of moment gradient and load height with respect to centroid on the reliability of wide flange steel beams subject to elastic lateral torsional buckling
Auteur(s): |
Christopher D. Eamon
Alexander W. Lamb Kapil Patki |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Engineering Structures, novembre 2017, v. 150 |
Page(s): | 656-664 |
DOI: | 10.1016/j.engstruct.2017.07.087 |
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sur cette fiche - Reference-ID
10170522 - Publié(e) le:
04.12.2018 - Modifié(e) le:
04.12.2018