| 000 | 02498cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223032746.0 | ||
| 008 | 210608s2021 ua d f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
||
| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2021.Bo.S | ||
| 100 | 0 | _aBoules Nabil Wadie Morkos | |
| 245 | 1 | 0 |
_aStudy effect of fem modelling techniques & parameters on non-linear dynamic analysis of mid-span concrete bridges / _cBoules Nabil Wadie Morkos ; Supervised Mourad M. Bakhoum , Mousa M. N. Farag |
| 246 | 1 | 5 | _aدراسة تأثير طرق النمذجة و المعطيات المختلفة لطريقة العناصر المحدودة على التحليل الديناميكى غير المرن للكبارى الخرسانية متوسطة البحور |
| 260 |
_aCairo : _bBoules Nabil Wadie Morkos , _c2021 |
||
| 300 |
_a135 P . : _bcharts ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis research aims to study the effectiveness of the available modelling techniques, parameters, and assumptions for non-linear analysis to create an overview of the optimum modelling techniques, parameters, and assumptions to be used in modern computationally intensive analyses, such as performance-based analysis (PBA). To accomplish this objective, OpenSees software was used for its advanced capabilities for modelling the nonlinear response of systems. Thus, a mid-span concrete bridge was modelled using force-based, displacement-based, and beam with hinges elements using various section types (fiber or uniaxial sections). The advantages and disadvantages of each technique are discussed based on executing a non-linear static pushover analysis. PBA was carried out on the bridge using the optimum techniques derived from the previous analysis, where their performance under the dynamic non-linear analysis was evaluated based on the fragility curves produced from an incremental dynamic analysis (IDA). The computational effort of each technique was also monitored | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aAssumptions | |
| 653 | 4 | _aNon-Linear Analysis of Bridges | |
| 653 | 4 | _aOpenSees | |
| 700 | 0 |
_aMourad M. Bakhoum , _eSupervising |
|
| 700 | 0 |
_aMousa M. N. Farag , _eSupervising |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aAmira _eCataloger |
||
| 905 |
_aNazla _eRevisor |
||
| 942 |
_2ddc _cTH |
||
| 999 |
_c81218 _d81218 |
||