| 000 | 01734cam a2200325 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030659.0 | ||
| 008 | 121001s2012 ua e f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
||
| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2012.Ah.C | ||
| 100 | 0 | _aAhmed Abdelbari Mahdi Emarah | |
| 245 | 1 | 0 |
_aComparative analytical study for high rise reinforced concrete buildings / _cAhmed Abdelbari Mahdi Emarah ; Supervised Abdelhamid Ibrahim Zaghw |
| 246 | 1 | 5 | _aدراسة تحليلية مقارنة للمنشآت الخرسانية عالية الارتفاع |
| 260 |
_aCairo : _bAhmed Abdelbari Mahdi Emarah , _c2012 |
||
| 300 |
_a163 P. : _bplans ; _c30cm |
||
| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis research studied the effect of increasing the building height on the behavior of the structural elements. "Warping phenomenon" was studied on core which behaves as a thin-walled beam. Meanwhile, "Shear lag" phenomenon was studied on the columns along the perimeter. "Construction stage analysis" method which considers erection sequence, time dependent strength gain, creep and shrinkage of concrete was studied and compared with analysis results based on the "full loading on the completed structure". "MIDASGen" software has been used to draw up results of this study | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aHigh rise | |
| 653 | 4 | _aShear lag | |
| 653 | 4 | _aWarping | |
| 700 | 0 |
_aAbdelhamid Ibrahim Zaghw , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
||
| 905 |
_aSamia _eCataloger |
||
| 942 |
_2ddc _cTH |
||
| 999 |
_c39719 _d39719 |
||