The analysis of stresses and displacements in the aluminium structure with replaceable elements
The paper concerns the non-linear analysis of stresses and displacements in an aluminium truss tower. The Ramberg – Osgood material model was assumed. This model introduced power type relation between stresses and strains. In order to identify the inverse relation, a neural network was used. Because...
| المؤلفون الرئيسيون: | , |
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| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Lublin University of Technology
2013-03-01
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| سلاسل: | Budownictwo i Architektura |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://ph.pollub.pl/index.php/bia/article/view/2210 |