| 000 | 01710cam a2200313 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 008 | 160111s2015 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.2015.Ah.P | ||
| 100 | 0 | _aAhmed Mohamed Saad | |
| 245 | 1 | 0 |
_aPunching shear behavior of ferrocement panels exposed to elevated temperature / _cAhmed Mohamed Saad ; Supervised Hamed Mohamed Mahmoud , Ghada Diaa |
| 246 | 1 | 5 | _aسلوك القص الثاقب لبلاطات الفيروسمنت المعرضة لدرجات الحرارة العالية |
| 260 |
_aCairo : _bAhmed Mohamed Saad , _c2015 |
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| 300 |
_a135 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe aim of this study is to investigate the behavior of ferrocement slabs exposure to elevated temperature under punching. Ten slab column connections were tested; the specimens have been divided into five groups. The test variables were the opening meshes size, diameter of meshes bars, elevated temperature exposure and fighting procedure. It is found that using ferrocement meshes instead of steel improve the punching shear resistance and the best design of ferrocement against fire consist of 10 layers with opening size 70x70 mm and 4 mm diameter | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDuctility | |
| 653 | 4 | _aFerrocement | |
| 653 | 4 | _aPunching | |
| 700 | 0 |
_aGhada Diaa , _eSupervisor |
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| 700 | 0 |
_aHamed Mohamed Mahmoud , _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 |
_c54378 _d54378 |
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