| 000 | 01869cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031649.0 | ||
| 008 | 170212s2016 ua h f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2016.Ka.E | ||
| 100 | 0 | _aKamel Tamer Kamel Hawash | |
| 245 | 1 | 0 |
_aEffect of overload vehicles on behavior of composite steel girder bridges / _cKamel Tamer Kamel Hawash ; Supervised Walid Abdellatif Attia , Ahmed Hassan Amer |
| 246 | 1 | 5 | _aتأثير زيادة حمل العربات على سلوك الكبارى المعدنية المركبة |
| 260 |
_aCairo : _bKamel Tamer Kamel Hawash , _c2016 |
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| 300 |
_a149 P. : _bfacsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aBridge superstructures play an important role in the national transportation network. Increase the weight of trucks on bridges would reduce the expected life time of bridge, therefore this thesis evaluates the effect of these weights on the straining actions of steel girders. In this research, simply supported composite steel girder bridges with different spans were studied and discussed under overloading truck weights up to 200%. Also, investigate the linear and nonlinear behavior of the composite steel I-girder bridges under overloading by using finite element method | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aComposite steel girder bridges | |
| 653 | 4 | _aLinear finite element analysis | |
| 653 | 4 | _aNon linear finite element analysis | |
| 700 | 0 |
_aAhmed Hassan Amer , _eSupervisor |
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| 700 | 0 |
_aWalid Abdellatif Attia , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c59815 _d59815 |
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