| 000 | 01732cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031649.0 | ||
| 008 | 170211s2016 ua 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.2016.As.N | ||
| 100 | 0 | _aAshraf Khamis Abdelfatah Hamad | |
| 245 | 1 | 0 |
_aNonlinear behavior of reinforced concrete circular tunnels under seismic loads in clayey soil / _cAshraf Khamis Abdelfatah Hamad ; Supervised Adel Yehia Akl , Ahmed Fathy Zidan |
| 246 | 1 | 5 | _aالسلوك اللاخطى للأنفاق الخرسانية الدائرية تحت تأثير قوى الزلازل فى التربة الطينية |
| 260 |
_aCairo : _bAshraf Khamis Abdelfatah Hamad , _c2016 |
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| 300 |
_a74 P. ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis thesis presents a parametric study to investigate the behavior of reinforced circular tunnels located in clayey deposit exposed to earthquake loads. Using finite element method by PLAXIS 2D to model and analyze circular tunnel in clayey soil, and treated the earthquake waves by closed form solution "EERA code to obtain some variables such as damping ratio, shear modulus, and shear wave velocity which companion to the earthquake wave | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aSeismic | |
| 653 | 4 | _aShear modulus | |
| 653 | 4 | _aShear wave velocity | |
| 700 | 0 |
_aAdel Yehia Akl , _eSupervisor |
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| 700 | 0 |
_aAhmed Fathy Zidan , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSamia _eCataloger |
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_2ddc _cTH |
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_c59799 _d59799 |
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