000 | 01774cam a2200313 a 4500 | ||
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003 | EG-GiCUC | ||
008 | 210603s2021 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.2021.Mo.C | ||
100 | 0 | _aMohammed Ali Ibrahim Ali | |
245 | 1 | 0 |
_aComparison between finite element and different codes for determining the capacity of composite beam column / _cMohammed Ali Ibrahim Ali ; Supervised Shiref Ahmed Mourad , Mohamed Massoud Elsadaawy |
246 | 1 | 5 | _aمقارنة بين طريقة العناصر المحددة والأكواد المختلفة فى تحديد المقاومة القصوى للأعمده المركبة |
260 |
_aCairo : _bMohammed Ali Ibrahim Ali , _c2021 |
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300 |
_a78 P . : _bcharts , facsmilies ; _c30cm |
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502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
520 | _aThe thesis presents an analytical investigation of the flexural and compression load capacity of the composite columns from a steel section encased with reinforced concrete, by using the finite element theory that was applied to different models of the columns under study where several variables were studied such as the area of the longitudinal reinforcement bars and the area of the steel core section, and a comparison of different codes results using the reaction diagram | ||
530 | _aIssued also as CD | ||
653 | 4 | _aComposite Column | |
653 | 4 | _aConcrete Encased | |
653 | 4 | _aInteraction Diagram | |
700 | 0 |
_aMohamed Massoud Elsadaawy , _eSupervising |
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700 | 0 |
_aShiref Ahmed Mourad , _eSupervising |
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905 |
_aAmira _eCataloger |
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905 |
_aNazla _eRevisor |
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942 |
_2ddc _cTH |
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999 |
_c81153 _d81153 |