| 000 | 01975cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031740.0 | ||
| 008 | 170705s2016 ua h 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.2016.Om.L | ||
| 100 | 0 | _aOmar Saber Rizq Hassan | |
| 245 | 1 | 0 |
_aLocal and post local buckling of hollow and concrete filled box steel tubes / _cOmar Saber Rizq Hassan ; Supervised Ahmed Foad Sabry , Kamal Ghamry Metwally |
| 246 | 1 | 5 | _aدراسة الانبعاج المحدد و ما بعد الانبعاج المحدد لصندوق من ألواح الصلب المفرغة و مملوءة بالخرسانة |
| 260 |
_aCairo : _bOmar Saber Rizq Hassan , _c2016 |
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| 300 |
_a138 P. : _bfacsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis research studies the local and post local buckling behavior of hollow and concrete filled box steel tubes. ANSYS program is used to model the specimens. The critical stresses and buckled shapes of ANSYS are compared to their corresponding results of experiments and mathematical solution. Eighty four models are implemented to conduct the parametric study which determined the effects of section slenderness ratio b/t ,yield strength of steel tube, and concrete infill on initial buckling stress vL, post local buckling stress vu, non dimensional critical stress vL/ vy, and reserve strength vr which is gained due to the post local buckling | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aConcrete Filled Steel Tube (CFT) | |
| 653 | 4 | _aHollow steel section | |
| 653 | 4 | _aLocal buckling | |
| 700 | 0 |
_aAhmed Foad Sabry , _eSupervisor |
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| 700 | 0 |
_aKamal Ghamry Metwally , _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 |
_c61464 _d61464 |
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