| 000 | 01863cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223030902.0 | ||
| 008 | 131109s2013 ua dhb 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.2013.Ne.C | ||
| 100 | 0 | _aNehal Ismail Sayed Attia Sallam | |
| 245 | 1 | 0 |
_aComparative study of structural systems subjected to seismic loads considering different codes / _cNehal Ismail Sayed Attia Sallam ; Supervised Walid Abdellatif Attia , Manar Mohamed Maher Hussein |
| 246 | 1 | 5 | _aدراسة مقارنة لانظمة انشائية تحت تأثير احمال الزلازل طبقا للأكواد المختلفة |
| 260 |
_aCairo : _bNehal Ismail Sayed Attia Sallam , _c2013 |
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| 300 |
_a249 P. : _bcharts , facsimiles , maps ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe main goal of this research is to present an investigation for structural systems of tall building to resist gravity and seismic loads considering different codes . These codes are ECLF 2003 and ECLF 2011 compared with three of well - known international codes, namely EC 08, IBC 2006 and UBC 97 . This study considers most common structural systems made of reinforced concrete . These systems are rigid frame, shear wall- central core, shear wall- frame interaction, outriggers and tube in tube | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aInternational codes | |
| 653 | 4 | _aSeismic loads | |
| 653 | 4 | _aStructural systems | |
| 700 | 0 |
_aManar Mohamed Maher Hussein , _eSupervisor |
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| 700 | 0 |
_aWalid Abdellatif Attia , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSoheir _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c44002 _d44002 |
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