| 000 | 01658cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030931.0 | ||
| 008 | 140203s2013 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.2013.Ma.B | ||
| 100 | 0 | _aMahmoud Mostafa Mohamed Elhawary | |
| 245 | 1 | 0 |
_aBehavior of reinforced concrete beams with lap splices between deformed and smooth bars / _cMahmoud Mostafa Mohamed Elhawary ; Supervised Ahmed Mohamed Elnady , Abdelraouf Tawfik Kassem |
| 246 | 1 | 5 | _aسلوك الكمرات الخرسانية المسلحة ذات وصلات التراكب بين اسياخ ذات نتوءات واخرى ملساء |
| 260 |
_aCairo : _bMahmoud Mostafa Mohamed Elhawary , _c2013 |
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| 300 |
_a107 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe aim of this research is to study the behavior of lab splice between deformed and smooth bars in rectangular reinforced concrete beams subjected to flexure . An experimental program has been performed to study the research point . Sixteen rectangular concrete beams were teasted in a four point bend configuration | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBond | |
| 653 | 4 | _aDevelopment length | |
| 653 | 4 | _aLap splices | |
| 700 | 0 |
_aAbdelraouf Tawfik Kassem , _eSupervisor |
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| 700 | 0 |
_aAhmed Mohamed Elnady , _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 |
_c45011 _d45011 |
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