| 000 | 01808nam a2200349 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223025952.0 | ||
| 008 | 091121s2009 ua d 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.2009.Ma.A | ||
| 100 | 0 | _aMaha Moddather Hassan | |
| 245 | 1 | 0 |
_aAssessment offorce reduction factor for steel erames in the Egyptian code / _cMaha Moddather Hassan ; Supervised Sherif A. Mourad , Mohammed H. Sorror |
| 246 | 1 | 5 | _aتقدير معامل التخفيض الزلزالى للاطارات المعدنية المقاومة للعزوم فى الكود المصرى |
| 260 |
_aCairo : _bMaha Moddather Hassan , _c2009 |
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| 300 |
_a138P. : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aIn Egypt earthquake resistant design has gained more attention recently . However there are not enough studies that interpret the behavior of different structural systems that are used in Egypt . In this resarch a study is conducted to interpret the force reduction factor values of steel moment resisting frames for different PGA levels as given in the Egyptian code . This study focuses on the evaluation of the ductility reduction factor which is considered the main component of the reduction factor | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aMoment resisting frames | |
| 653 | 4 | _aResponse modification | |
| 653 | 4 | _aSeismic design | |
| 700 | 0 |
_aMohammed Hassnan Sorror , _eSupervisor |
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| 700 | 0 |
_aSherif Ahmed Mourad , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 902 | _a1 | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSoheir _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c24609 _d24609 |
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