| 000 | 01652cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030745.0 | ||
| 008 | 130127s2012 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.2012.Ah.B | ||
| 100 | 0 | _aAhmed Mostafa Shaaban Mohamed | |
| 245 | 1 | 0 |
_aBoundary element analysis of rafts on elastic half space / _cAhmed Mostafa Shaaban Mohamed ; Supervised Hussein Hamed Elmamlouk , Youssef Fawzy Rashed |
| 246 | 1 | 5 | _aتحليل الأساسات الحصيرة المرتكزة على نصف فراغ التربة بطريقة العناصر الحدودية |
| 260 |
_aCairo : _bAhmed Mostafa Shaaban Mohamed , _c2012 |
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| 300 |
_a134P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aA new Boundary Element Method (BEM) is presented to solve raft plates on elastic half space (EHS) according to Boussinesq - Mindlin or Steinbrener . The considered BEM is based on the shear deformable plate bending theory of reissner . The soil stiffness matrix is computed . Hence this stiffness matrix is directly incorporated inside the developed BEM | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBoundary Element Method | |
| 653 | 4 | _aElastic Half Space | |
| 653 | 4 | _aRafts | |
| 700 | 0 |
_aHussein Hamed Elmamlouk , _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 |
_aSoheir _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c41294 _d41294 |
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