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| 003 | EG-GiCUC | ||
| 005 | 20250223032621.0 | ||
| 008 | 201031s2020 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aPh.D | ||
| 099 | _aCai01.13.05.Ph.D.2020.Ha.N | ||
| 100 | 0 | _aHatem Kamal Mohamed Abdelgawad | |
| 245 | 1 | 0 |
_aNumerical simulation of vessel collision with cable-stayed bridge considering different tower shapes / _cHatem Kamal Mohamed Abdelgawad ; Supervised Waleed Abdellatif Atia |
| 246 | 1 | 5 | _aالتحليل الديناميكى لاصطدام السفن فى الكبارى المعلقه بالكابلات مع الأخذ فى الاعتبار العديد من الأشكال للأبراج الخاصه بالكبارى |
| 260 |
_aCairo : _bHatem Kamal Mohamed Abdelgawad , _c2020 |
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| 300 |
_a112 P. : _bcharts , facsimiles ; _c25cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aVessel collisions with bridges occur frequently worldwide and have the potential to cause enormous casualties, substantial property loss. The equations for consideration these forces is the 2AASHTO Guide Specifications Design Method3 that gives a simple manual calculation method to estimate an 2equivalent impact force. A parametric study was conducted to compare for several bracing systems and different shapes for the bridge{u2019}s pier. Results from such study indicate that, dynamic analysis technique are preferable, and the best system has excellent energy absorbing capabilities | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBridge Tower | |
| 653 | 4 | _aCable-Stayed Bridge | |
| 653 | 4 | _aVessel Collision | |
| 700 | 0 |
_aWaleed Abdellatif Atia , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
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_aNazla _eRevisor |
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_aShimaa _eCataloger |
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_2ddc _cTH |
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_c78480 _d78480 |
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