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

By: Contributor(s): Material type: TextTextLanguage: 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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  • Issued also as CD
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 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 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

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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