| 000 | 01941cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223032234.0 | ||
| 008 | 190330s2018 ua dh 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.2018.Ay.F | ||
| 100 | 0 | _aAyman Kamal Adly | |
| 245 | 1 | 0 |
_aFinite element modeling of rc shear walls strengthened with cfrp subjected to cyclic loading / _cAyman Kamal Adly ; Supervised Hany Ahmed Abdalla , Khaled Omar Elkashif |
| 246 | 1 | 5 | _aنمذجة حوائط القص الخرسانية المسلحة المدعمة بشرائح الفيبر المعرضة لتحميل دوري باستخدام طريقة العناصر المحدودة |
| 260 |
_aCairo : _bAyman Kamal Adly , _c2018 |
||
| 300 |
_a130 P. : _bcharts , facimiles ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aSeveral strengthening schemes are founded to improve seismic behavior for shear walls among these, fiber reinforced polymer (FRP).This thesis presents a study for RC shear walls strengthened with CFRP subjected to cyclic loading using ANSYS program.The FE results are validated using experimental results. The parameters involves the effect of changing concrete compressive strength, thickness, number and position of FRP sheets.The results showed that using FRP sheets enhances the behavior of RC shear wall. Number of FRP layers and its thickness have a great effect on the behavior RC shear walls | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCFRP Sheets | |
| 653 | 4 | _aRC Shear Walls | |
| 653 | 4 | _aSeismic Behavior | |
| 700 | 0 |
_aHany Ahmed Abdalla , _eSupervisor |
|
| 700 | 0 |
_aKhaled Omar Elkashif , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
||
| 905 |
_aShimaa _eCataloger |
||
| 942 |
_2ddc _cTH |
||
| 999 |
_c71103 _d71103 |
||