Dynamic test of a 1/8 scale two story lightly reinforced concrete building / Khaled Sherif Abdelrahman Mohamed ; Supervised Adel Galal Elattar , Abdelhamid Ibrahim Zaghw

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Khaled Sherif Abdelrahman Mohamed

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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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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering- Department of Civil Engineering Summary: 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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Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
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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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

Issued also as CD

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