| 000 | 015950000a22003370004500 | ||
|---|---|---|---|
| 003 | EG-GICUC | ||
| 005 | 20250223025158.0 | ||
| 008 | 080326s2007 ua dh 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.2007.Ad.A | ||
| 100 | 0 | _aAdel Essam Ali Ali Abdelnabi | |
| 245 | 1 | 0 |
_aAnalysis and design of transversally stiffened web panels under pure shear / _cAdel Essam Ali Ali Abdelnabi ; Supervised B.E.Machaly , S.S.Safar |
| 246 | 1 | 5 | _aتحليل وتصميم الكمرات العميقة تحت تاثير قوى القص |
| 260 |
_aCairo : _bAdel Essam Ali Ali Abdelnabi , _c2007 |
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| 300 |
_a143P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering | ||
| 520 | _aThe analysis of transversely stiffened plate girder web panels subjected to pure shear was established herein using a three - dimensional finite element model incorporating material and geometric imperfections.Although current design rules adopted in AASHTO - LRFD and AISC - LRFD specifications predict the overall shear strength of web panels with reasonable accuracy | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBuckling | |
| 653 | 4 | _aPost - buckling | |
| 653 | 4 | _aShear strength | |
| 700 | 0 |
_aElsayed Bahaa Eldin Machaly , _eSupervisor |
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| 700 | 0 |
_aSherif Saleh Safar , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aMustafa _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c7353 _d7353 |
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