تأثير نمط الاستناد الرئيسي على التصميم الأمثل لجائز I نظامي وملفوف على البارد تناظرياً تحت تأثير حمولة موزعة بانتظام
In this paper we present a modern treatment of the optimum design procedure for a cold formed mono-symmetrical I beam under the action of uniformly distributed load. This problem is highly governed by different kinds of buckling constraints. As the walls of this beam are very thin, we will consider...
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| Egile Nagusiak: | , |
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| Formatua: | Liburua |
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Tishreen University,
2019-01-01T00:00:00Z.
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| Sailkapena: |
A1234.567 |
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| Alea 1 | Eskuragarri |