| 000 | 01782cam a2200349 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030221.0 | ||
| 008 | 100421s2010 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
||
| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2010.Ib.U | ||
| 100 | 0 | _aIbtsam Ahmed Aly | |
| 245 | 1 | 0 |
_aUse of slurry infiltrated fiber concrete (SIFCON ) of retrofitting reinforced concrete beams deficient in shear / _cIbtsam Ahmed Aly ; Supervised Ashraf Adel Shawky , Hamed M. Mahamoud |
| 246 | 1 | 5 | _aاستخدام الفيبر المخترقة بالمونة الأسمنتية فى معالجة شروخ القص فى الكمرات الخرسانية المسلحة |
| 260 |
_aCairo : _bIbtsam Ahmed Aly , _c2010 |
||
| 300 |
_a100P. : _bcharts , facsimiles ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis reports on the behavior of shear - deficient Rc beams repaired with slurry infiltrated fiber concrete (SIFCON) jackets . The parameters investigated included the type of the beam (rect. - flanged ) and (Vf) (0,2%, 4% and 6%) . All of the 8 beams (rect. - flanged) were tested in equal third - point loading .6 beams were initially tested until the first shear crack appeared while two specimens (rect. - flanged) were tested until failure under shear load | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aFiber | |
| 653 | 4 | _aJacket | |
| 653 | 4 | _aSIFCON | |
| 700 | 0 |
_aAshraf Adel Shawky , _eSupervisor |
|
| 700 | 0 |
_aHamed Mohamed Mahamoud , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 902 | _a1 | ||
| 905 |
_aFatma _eCataloger |
||
| 905 |
_aNazla _eRevisor |
||
| 942 |
_2ddc _cTH |
||
| 999 |
_c30066 _d30066 |
||