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| 003 | EG-GiCUC | ||
| 008 | 190611s2018 ua dh f m 000 0 eng d | ||
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_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2018.Ad.B | ||
| 100 | 0 | _aAdham Elsayed Zakaria Tonsy Mohamed | |
| 245 | 1 | 0 |
_aBending behavior of composite ferro-cement slabs in cold formed steel floors / _cAdham Elsayed Zakaria Tonsy Mohamed ; Supervised Metwally Abuhamd , Sameh Youssef Mahfouz |
| 246 | 1 | 5 | _aالسلوك الانحنائى للبلاطات المركبة من الفيروسيمنت مع كمرات من الحديد المشكل على البارد |
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_aCairo : _bAdham Elsayed Zakaria Tonsy Mohamed , _c2018 |
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| 300 |
_a66 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis study investigates the structural bending behavior of continuously supported composite Ferro-cement slabs, in which a Ferro-cement slab is connected together with cold-formed steel (CFS) beam where shear forces are transmitted between the beam and slab through shear connectors or studs. This research is based on Experimental works involved full-scale testing of laboratory tests consisted of a total of nine full-scale continuously supported composite Ferro-cement slabs with different parameters and tested to fracture. The main variables considered in the study are thickness of the Ferro-cement slab and different spacing between bolts | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCFS section | |
| 653 | 4 | _aFerro-cement slabs | |
| 653 | 4 | _aShear connector | |
| 700 | 0 |
_aMetwally Abuhamd , _eSupervisor |
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| 700 | 0 |
_aSameh Youssef Mahfouz , _eSupervisor |
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_aNazla _eRevisor |
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_aShimaa _eCataloger |
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_2ddc _cTH |
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_c72330 _d72330 |
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