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
| Author(s): |
Christopher D. Eamon
Alexander W. Lamb Kapil Patki |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Structures, November 2017, v. 150 |
| Page(s): | 656-664 |
| DOI: | 10.1016/j.engstruct.2017.07.087 |
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10170522 - Published on:
04/12/2018 - Last updated on:
04/12/2018
Structurae cooperates with
