| 000 | 02132cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223032811.0 | ||
| 008 | 210905s2021 ua d 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.2021.Ha.E | ||
| 100 | 0 | _aHazem Wasfy Sadek Tawadros | |
| 245 | 1 | 0 |
_aEffect of pile shaft free length and column-to-piles stiffness on the extent and hierarchy of inelastic excursions in bridge substructure system due to seismic loading / _cHazem Wasfy Sadek Tawadros ; Supervised Sameh Samir F. Mehanny , Mousa Maher Nagiub Farag |
| 246 | 1 | 5 | _aتأثير الطول الحر للخازوق و الجساءة النسبية للعامود والخوازيق على مدى و تسلسل اختراقات عدم المرونة للنظام السفلى للكوبرى نتيجة لأحمال الزلازل |
| 260 |
_aCairo : _bHazem Wasfy Sadek Tawadros , _c2021 |
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| 300 |
_a232 P. : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aPile shaft free length in bridges crossing waterways has a considerable impact on the spread of inelasticity along the pile shaft when compared to the extent of plasticity in the column body, preferable location of the plastic hinge is at the body of the column; the case study bridge was designed according to Eurocode and it has been examined by two different analysis techniques, the pushover inelastic static analysis and time history inelastic dynamic analysis, results showed that the plastic hinge may form along the pile shaft in cases characterized by remarkable relative stiffness between column and group of piles | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBridges | |
| 653 | 4 | _aDuctile behavior | |
| 653 | 4 | _aSeismic response | |
| 700 | 0 |
_aMousa Maher Nagiub Farag , _eSupervisor |
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| 700 | 0 |
_aSameh Samir F.Mehanny , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aShimaa _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c81990 _d81990 |
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