| 000 | 01903cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030716.0 | ||
| 008 | 121120s2012 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aPh.D | ||
| 099 | _aCai01.13.05.Ph.D.2012.Ad.P | ||
| 100 | 0 | _aAdel Abdelmohsen Abdelhalim Ibrahim | |
| 245 | 1 | 0 |
_aPractical analysis procedure to study the behavior and strengthening of masonry towers / _cAdel Abdelmohsen Abdelhalim Ibrahim ; Supervised Walid A. Attia , Tarek A. Elsayed |
| 246 | 1 | 5 | _aطريقة تحليل عملية لدراسة سلوك وتدعيم الأبراج المنشأة من المبانى |
| 260 |
_aCairo : _bAdel Abdelmohsen Abdelhalim Ibrahim , _c2012 |
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| 300 |
_a294P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aMasonry is the oldest buildings material that still finds wide use in today's building industries , Particularly Minarets of Mosques , bell towers for the churchs , Industrial masonry Chimneys , Masonry Lighthouses and the watch towers , whether modern or historical . Masonry towers pose risk in case of lateral loads . The study aimed to determine the earthquakers response of masonry towers by developing accurate numerical Finite element model to obtain analytical results by which the structures earthquakes response can be identified and thus , suggestions for strengthening methods will be possible | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aEarthquakes | |
| 653 | 4 | _aFinite element | |
| 653 | 4 | _aMasonry towers | |
| 700 | 0 |
_aTarek Aly Elsayed , _eSupervisor |
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| 700 | 0 |
_aWalid Abdellateef Attia , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aFatma _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c40285 _d40285 |
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