| 000 | 015150000a22003370004500 | ||
|---|---|---|---|
| 003 | EG-GICUC | ||
| 005 | 20250223025428.0 | ||
| 008 | 080817s2008 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.2008.Mo.B | ||
| 100 | 0 | _aMohammed Ashraf Ismail Nazief | |
| 245 | 1 | 2 |
_aA boundary element model for the slab column connections / _cMohammed Ashraf Ismail Nazief ; Supervised Wael Mohamed Khalil Eldegwy , Youssef Fawzy Rashed |
| 246 | 1 | 5 | _aنموذج بالعناصر الحدودية لوصلة العمود مع البلاطة |
| 260 |
_aCairo : _bMohammed Ashraf Ismail Nazief , _c2008 |
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| 300 |
_a167P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering | ||
| 520 | _aA boundary element model is introduced to study the behavior of the unbalanced moment transfer from the slab to the column in order to achieve that several column shapes and locations as well as critical section positions were investigated also | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBoundary element | |
| 653 | 4 | _aPunching shear | |
| 653 | 4 | _aUnbalanced moment transfer to column | |
| 700 | 0 |
_aWael Mohamed Khalil Eldegwy , _eSupervisor |
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| 700 | 0 |
_aYoussef Fawzy Rashed , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aEnas _eCataloger |
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| 905 |
_aMustafa _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c12771 _d12771 |
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