| 000 | 01937cam a2200349 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223031405.0 | ||
| 008 | 160109s2015 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.2015.Ge.F | ||
| 100 | 0 | _aGehad Samir Mohammed Younis | |
| 245 | 1 | 0 |
_aFinite element estimates of punching shear strength / _cGehad Samir Mohammed Younis ; Supervised Adel Yehia Akl , Osman Mohamed Osman Ramadan , Kamal Ghamry Metwally |
| 246 | 1 | 5 | _aتقدير مقاومة القص الثاقب بطريقة العناصر المحدودة |
| 260 |
_aCairo : _bGehad Samir Mohammed Younis , _c2015 |
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| 300 |
_a105 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis study employs the finite element (FE) method to investigate the punching shear strength of RC slab-column connections focusing on the effect of moment transfer from slab to column. The objective of the study is to compare the FE results to the two methods adopted by ECP-203: the simplified approach and the detailed one. This comparison is carried out for interior, edge, and corner slab- column connections with various levels of the moment transferred from slab to column. Numerical calculations of the punching shear strength using the FE method are conducted using the ANSYS software | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aFlat plate | |
| 653 | 4 | _aPunching shear | |
| 653 | 4 | _aReinforced concrete slab-column connections | |
| 700 | 0 |
_aAdel Yehia Akl , _eSupervisor |
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| 700 | 0 |
_aKamal Ghamry Metwally , _eSupervisor |
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| 700 | 0 |
_aOsman Mohamed Osman Ramadan, _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 |
_c54342 _d54342 |
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