| 000 | 01525cam a2200325 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223031759.0 | ||
| 008 | 170821s2016 ua ho 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.2016.Om.S | ||
| 100 | 0 | _aOmnia Hussien AboElwafa Ahmed | |
| 245 | 1 | 0 |
_aSeismic performance of staircases in the 3D analysis of buildings / _cOmnia Hussien AboElwafa Ahmed ; Supervised Ashraf A. Shawky |
| 246 | 1 | 5 | _aتأثير الزلازل على السلالم فى التحليل الثلاثى الابعاد للمبانى |
| 260 |
_aCairo : _bOmnia Hussien AboElwafa Ahmed , _c2016 |
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| 300 |
_a77 P. : _bfacsimiles , photographs ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aStairs play an important role as the escape way, and consider as source of safety building when earthquake happened. One of the reason of stairs failure during earthquake that designer was not consider the stairs in the 3D analysis model and not study effect of the stairs on behavior of building during earthquake | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDuctility factor | |
| 653 | 4 | _aOver-strength factor | |
| 653 | 4 | _aResponse modification factor | |
| 700 | 0 |
_aAshraf Adel Shawky , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c62078 _d62078 |
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