Dynamic test of a 1/8 scale two story lightly reinforced concrete building / Khaled Sherif Abdelrahman Mohamed ; Supervised Adel Galal Elattar , Abdelhamid Ibrahim Zaghw
Material type: TextLanguage: English Publication details: Cairo : Khaled Sherif Abdelrahman Mohamed , 2014Description: 111 P. : charts , facsimiles ; 30cmOther title:- الاختبارالديناميكى لمبنى خرسانى بمقياس 1\8 ذو تسليح خفيف مكون من طابقين [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.2014.Kh.D (Browse shelf(Opens below)) | Not for loan | 01010110064835000 | |||
CD - Rom | مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2014.Kh.D (Browse shelf(Opens below)) | 64835.CD | Not for loan | 01020110064835000 |
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Cai01.13.05.M.Sc.2014.Is.I An investigation on sandwich light weight ferrocement one way slabs / | Cai01.13.05.M.Sc.2014.Ka.B Behavior of a Strip Footing Resting on Reinforced Sand / | Cai01.13.05.M.Sc.2014.Ka.B Behavior of a Strip Footing Resting on Reinforced Sand / | Cai01.13.05.M.Sc.2014.Kh.D Dynamic test of a 1/8 scale two story lightly reinforced concrete building / | Cai01.13.05.M.Sc.2014.Kh.D Dynamic test of a 1/8 scale two story lightly reinforced concrete building / | Cai01.13.05.M.Sc.2014.Ma.B Behavior of concrete filled steel tube subjected to torsion / | Cai01.13.05.M.Sc.2014.Ma.B Behavior of concrete filled steel tube subjected to torsion / |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering- Department of Civil Engineering
A 1/8 scale reinforced concrete building model was tested on shaking table. The reinforcement details were based on typical elements subjected to vertical loads only according to (ECP 203). The model was tested using the time compressed Aqaba 1995 at different amplitudes. Free vibration test were performed before and after each seismic test to study the changes in the model building properties. Test results indicated that the non seismic reinforcement details may form a potential source of damage, and it was found experimentally that they did not lead to collapse or a complete failure mechanism
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