Numerical modeling and system identification of a historic masonry structure in historic Cairo using dynamic investigation tests / Ahmad Reda Abdelslam ; Supervised Sherif A. Mourad , Adel G. Elattar
Material type: TextLanguage: English Publication details: Cairo : Ahmad Reda Abdelslam , 2021Description: 122 P. : charts , facsimiles ; 30cmOther title:- نمذجة حاسوبية وتحديد النظام الإنشائى لمنشأ تاريخى من الطوب والحجر بالقاهرة التاريخية باستخدام اختبارات الفحص الديناميكى [Added title page title]
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Item type | Current library | Home library | Call number | Copy number | Status | Date due | Barcode | |
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Thesis | قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2021.Ah.N (Browse shelf(Opens below)) | Not for loan | 01010110084258000 | |||
CD - Rom | مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2021.Ah.N (Browse shelf(Opens below)) | 84258.CD | Not for loan | 01020110084258000 |
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Thesis (M.Sc) - Cairo University - Faculty of Engineering - Department of Civil Engineering
Historic Cairo is a UNESCO World Heritage Site since 1979. It has a large number (more than 600) of historic structures.This in turn requires much studies and research to conserve these structures for their cultural, religious and economic values.This thesis studies the dynamic behavior of Fatima Khatun, a historic mausoleum in Historic Cairo dating back to the 13th c. and constructed from brick and stone masonries. A preliminary finite element model was created employing a detailed architectural documentation, material survey and visual inspection. The brick and stone physical and mechanical properties were estimated based on in-situ sampling and laboratory tests. Dynamic identification tests were carried out and followed by system identification to characterize the dynamic properties of the structure (natural frequencies, mode shapes and damping ratios).Numerical model updating was carried out to match the obtained experimental dynamic properties.The obtained updated model could be employed in further studies for the structural safety assessment
Issued also as CD
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