| 000 | 02070cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223031345.0 | ||
| 008 | 151130s2015 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.Sh.B | ||
| 100 | 0 | _aSherif Ahmed Sharaf Ahmed | |
| 245 | 1 | 0 |
_aBoundary element analysis of piled cap foundations considering correlated random misalignments of piles / _cSherif Ahmed Sharaf Ahmed ; Supervised Youssef Fawzy Rashed , Sameh Samir Fahmy Mehanny |
| 246 | 1 | 5 | _aتحليل القواعد ذات الخوازيق باستخدام طريقة العناصر الحدودية مع الأخذ فى الاعتبار تشتت عشوائى فى أماكن الخوازيق |
| 260 |
_aCairo : _bSherif Ahmed Sharaf Ahmed , _c2015 |
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| 300 |
_a259 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe effect on the variability in pile loads and bending moments within pile caps in piled cap foundations due to simultaneous random dislocation of two piles - either assuming correlated or uncorrelated misalignment of the two piles - is investigated in the present thesis as a continuation of a previous effort that solely focused on the effect of random dislocation of one pile at a time. Three pile cap configurations have been considered: rectangular, square and triangular shapes. The boundary element method using the PLPAK software integrated with monte carlo simulation techniques for random generation of the dislocations have been applied for analysis purposes | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBoundary element method | |
| 653 | 4 | _aPile caps | |
| 653 | 4 | _aRandom dislocation | |
| 700 | 0 |
_aSameh Samir Fahmy Mehanny , _eSupervisor |
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| 700 | 0 |
_aYoussef Fawzy Rashed , _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 |
_c53626 _d53626 |
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