Nonlinear finite element modeling for steel beam-column connection attached with top and seat angle
Two types of connection are generally considered in the design of steel structures in practice. These are classified as completely rigid (fixed) and simple (pin) connections. In theory, completely rigid connections cannot undergo rotation and simple connections cannot transfer moment. Nevertheless,...
| المؤلف الرئيسي: | |
|---|---|
| التنسيق: | أطروحة |
| اللغة: | الإنجليزية |
| منشور في: |
2013
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| الموضوعات: | |
| الوصول للمادة أونلاين: | http://eprints.utm.my/33236/1/SeyedHamedHosseiniMFKA2013.pdf |