| 000 | 01915cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031439.0 | ||
| 008 | 160313s2015 ua f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2015.So.T | ||
| 100 | 0 | _aSondos Ebrahim Abdelrasol Mahmoud | |
| 245 | 1 | 0 |
_aTheoretical study on unsymmetrical arrangement in plan of reinforced concrete shear walls for braced and unbraced buildings / _cSondos Ebrahim Abdelrasol Mahmoud ; Supervised Bahra Mohamed Saeed , Nabawe Hamed Ghareeb |
| 246 | 1 | 5 | _aدراسة نظرية للتوزيع الغير متماثل فى المسقط الأفقى لحوائط القص الخرسانية للمبانى المقيدة و الغير مقيدة |
| 260 |
_aCairo : _bSondos Ebrahim Abdelrasol Mahmoud , _c2015 |
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| 300 |
_a144 P. ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe main objective of this research is to study theoretically using linear finite element package SAP (2000), the sensitive of moving shear wall away from the symmetrical axes in plan, and comparing the results with the symmetric model. The comparison between symmetric model and unsymmetrical models investigate which place can be moved shear wall and doesn't affect on design. The buildings are under seismic loads and vertical loads. The comparison is based on the stresses and steel reinforcement demanded for studied columns | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBraced columns | |
| 653 | 4 | _aShear walls | |
| 653 | 4 | _aUnbraced columns | |
| 700 | 0 |
_aBahra Mohamed Saeed , _eSupervisor |
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| 700 | 0 |
_aNabawe Hamed Ghareeb , _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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| 942 |
_2ddc _cTH |
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| 999 |
_c55490 _d55490 |
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