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| 003 | EG-GiCUC | ||
| 005 | 20250223030221.0 | ||
| 008 | 100422s2010 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.2010.Kh.S | ||
| 100 | 0 | _aKhaled Mostafa Hassan | |
| 245 | 1 | 0 |
_aSeismic evaluation of the existing reinforced concrete buildings designed for gravity - loads only / _cKhaled Mostafa Hassan ; Supervised Adel G. Elattar , Sherif A. Mourad , Yehia M. Abdelmagid Hussein |
| 246 | 1 | 5 | _aالتقييم الزلزالى للمبانى الخرسانية المسلحة القائمة والمصممة على أحمال الجاذبية فقط |
| 260 |
_aCairo : _bKhaled Mostafa Hassan , _c2010 |
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| 300 |
_a154P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aDuring the past few decades it was a common practice in Egypt to design and detail low to medium rise builgings to resist gravity loads only with no consideration to any lateral loads caused by earthquake or wind . This research evaluates the behavior of the gravity load designed reinforced concrete framed structures under the effect of seismic loads | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBeam column cannection | |
| 653 | 4 | _aHysteresis Parameters | |
| 653 | 4 | _aSeisic analysis | |
| 700 | 0 |
_aAdel Galal Elattar , _eSupervisor |
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| 700 | 0 |
_aSherif Ahmed Mourad , _eSupervisor |
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| 700 | 0 |
_aYehia Mohamed Abdelmagid Hussein , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 902 | _a1 | ||
| 905 |
_aFatma _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c30069 _d30069 |
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