| 000 | 02376cam a2200313 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 008 | 108417s2017 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aPh.D | ||
| 099 | _aCai01.13.05.Ph.D.2017.Mo.N | ||
| 100 | 0 | _aMohamed Ashraf Mohamed Abdelazeez Elsayad | |
| 245 | 1 | 0 |
_aNumerical simulation of concrete gravity dam under seismic loading / _cMohamed Ashraf Mohamed Abdelazeez Elsayad ; Supervised Walid A. Attia , Adel. M. Belal |
| 246 | 1 | 5 | _aالمحاكاة العددية للسد الثقلي الخرساني تحت تأثيرالحمل الزلزالي |
| 260 |
_aCairo : _bMohamed Ashraf Mohamed Abdelazeez Elsayad , _c2017 |
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| 300 |
_a156 P. : _bcharts , facsimils ; _c30cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _a Gravity damis considered one of the most important massive concrete structures which dependon its own weight to resist the external loads. Partial or full failure of this structure produces proper damages of the society and sometimes death for humans. Nowadays the construction of the concrete dams or rehabilitate work for existing dams are required the creation for the development of modern tools and methods of the numerical analyses considering the dam-reservoir-foundation interaction. Moreover the transient simulation of the behavior for this structure is considered an important issue in structural dynamics. In order to achieve the objectives of this thesis,many procedures are executed and explained as follow: 1.Comparisons between 2-D and 3-D F.E. models results are executed. 2.Studying the effect of dam-reservoir-foundation interaction through analyses. 3.Review the influence of the stiffness changes for the longitudinal direction of the dams through the earthquakes. 4.Produce GUI for executing analyses and structural optimization for the concrete dams{u2019} cross-sectionsconsidering several types of loading | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aConcrete gravity dams | |
| 653 | 4 | _aDam-water-foundation interaction | |
| 653 | 4 | _aEarthquake analysis | |
| 700 | 0 |
_aAdel. M. Belal , _eSupervisor |
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| 700 | 0 |
_aWalid A. Attia , _eSupervisor |
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| 905 |
_aNazla _eRevisor |
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| 905 |
_aShimaa _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c65907 _d65907 |
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