| 000 | 01577cam a2200301 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 008 | 140423s2013 ua dh 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.2013.Mo.L | ||
| 100 | 0 | _aMohamed Osama Ibrahim Elgohary | |
| 245 | 1 | 0 |
_aLive load distribution for curved steel trapezoidal box- girder bridges / _cMohamed Osama Ibrahim Elgohary ; Supervised Ahmed H. Amer |
| 246 | 1 | 5 | _aتوزيع الأحمال الحية فى الكبارى الصلب المنحنية الصندوقية شبه المنحرفة |
| 260 |
_aCairo : _bMohamed Osama Ibrahim Elgohary , _c2013 |
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| 300 |
_a123 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aLive load distribution factor is a key factor for designing and analyzing curved steel box- girder bridges . A 3-D finite element model is carried out for the analysis of the curved steel trapezoidal bridges , The parameters considered in the study were radius of curvature, girder spacing span length, slab thickness, girder longitudinal stiffness, girder torsional inertia, number of girders, and cross frame spacing | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCurved steel bridges | |
| 653 | 4 | _aLive load distribution | |
| 653 | 4 | _aTrapezoisal box- girder | |
| 700 | 0 |
_aAhmed Hassan Amer , _eSupervisor |
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| 905 |
_aNazla _eRevisor |
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| 905 |
_aSoheir _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c45840 _d45840 |
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