The Collapse Analysis of the Lateral-Torsional Buckling of I-Shaped Stepped Steel Beams
The use of a non-prismatic member such as a stepped beam as a design method has the ability to function as a tool for steel beams optimization. A cover plate is partially welded on the upper and lower flange of the member at the maximum bending moment location to increase its flexural strength and,...
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| Автори: | , , |
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| Формат: | Artigo |
| Мова: | Inglês |
| Опубліковано: |
Universitas Gadjah Mada
2020-09-01
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| Серія: | Journal of the Civil Engineering Forum |
| Предмети: | |
| Онлайн доступ: | https://jurnal.ugm.ac.id/jcef/article/view/56934 |
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