| 000 | 01457cam a2200265 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223032021.0 | ||
| 008 | 180711s2017 ua d f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aGift | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.34.M.Sc.2017.Ah.C | ||
| 100 | 0 | _aAhmed Mahmoud Haridy Mahmoud Hammam | |
| 245 | 1 | 0 |
_aComprison between pushover analysis techniaques and validation of the simplified model pushover analysis / _cAhmed Mahmoud Haridy Mahmoud Hammam ; Supervised Nagy Fouad Hanna |
| 260 |
_aCairo : _bAhmed Mahmoud Haridy Mahmoud Hammam , _c2017 |
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| 300 |
_a101 Leaves : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - German University - Faculty of Postgraduate Studies and Scientific Research - Department of Civil Engineering | ||
| 520 | _aOne the main drawbacks of the Model Pushover Analysis (MPA) is the need to perform nonlinear time-history analysis, which complicates the analysis method and time. A simplified version of the MPA has been proposed based on the concept of the inelastic deformation ratio. Furthermore, the effect of the higher modes of vibration is considered by assuming linearly-elastic responses, which enables the use of standard elastic response spectrum analysis | ||
| 700 | 0 |
_aNagy Fouad Hanna , _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 |
_c66746 _d66746 |
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