| 000 | 02040cam a2200349 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223032657.0 | ||
| 008 | 210123s2020 ua d 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.2020.Mo.R | ||
| 100 | 0 | _aMohammed Ahmed Abdelrazek Ali | |
| 245 | 1 | 0 |
_aReliability analysis of reinforced concrete flat slabs / _cMohammed Ahmed Abdelrazek Ali ; Supervised Walid Abdellatif Attia , Metwally Abdelaziz , Morcos Farid Saman |
| 246 | 1 | 5 | _aتحليل الموثوقية للبلاطات الخرسانية المسلحة المستطيلة |
| 260 |
_aCairo : _bMohammed Ahmed Abdelrazek Ali , _c2020 |
||
| 300 |
_a167 P. : _bcharts , facimiles ; _c2020 |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis research is conducted to determine the reliability of one bay flat slab that is supported on four corner columns. The yield line method is introduced by means of virtual work method to carry out the analysis. Also, a numerical approach is used to utilize this procedure.Thus, FORTRAN program is used to calculate the probability of failure of different slabs has rectangular dimensions. Three different modes of failure are investigated with through, and by using an appropriate correlation coefficient between the failure modes, the reliability of the slab system is obtained. Some parameters that reflect the sensitivity of results are also studied such as slab divisions, and correlation coefficient selection process | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aPNET Method | |
| 653 | 4 | _aReliability | |
| 653 | 4 | _aReliability Index | |
| 700 | 0 |
_aMetwally Abdelaziz , _eSupervisor |
|
| 700 | 0 |
_aMorcos Farid Saman , _eSupervisor |
|
| 700 | 0 |
_aWalid Abdellatif Attia , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
||
| 905 |
_aShimaa _eCataloger |
||
| 942 |
_2ddc _cTH |
||
| 999 |
_c79637 _d79637 |
||