| 000 | 01565cam a2200325 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030841.0 | ||
| 008 | 130623s2013 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.Su.B | ||
| 100 | 0 | _aSulaiman Nayef Ahmed Algumaily | |
| 245 | 1 | 0 |
_aBehavior of R. C columns with poor concrete strength at upper part / _cSulaiman Nayef Ahmed Algumaily ; Supervised Mohamed Rabie Hussain |
| 246 | 1 | 5 | _aسلوك الاعمدة الخرسانية ضعيفة المقاومة فى الجزء العلوى |
| 260 |
_aCairo : _bSulaiman Nayef Ahmed Algumaily , _c2013 |
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| 300 |
_a127P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aReinforced concrete columns are the main load bearing elements of any structure . It supports the beams and slabs and transfers the loads to the foundations . Hence they have to be designed and detailed adequately to resist both gravity and lateral loads . In some buildings especially when quality control is poor the upper part of column pours from concrete compressive strength of beam or slab | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aColumns | |
| 653 | 4 | _aPoor concrete | |
| 653 | 4 | _aR.C | |
| 700 | 0 |
_aMohamed Rabie Hussain , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSoheir _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c43249 _d43249 |
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