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Numerical evaluation of response modification factor for RC structures under the effect of vertical and horizontal ground motions / Abdelrahman Mohammed Hussein Ahmed ; Supervised Hamed M. Salem

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Abdelrahman Mohammed Hussein Ahmed , 2020Description: 124 P. : charts , facsimiles ; 25cmOther title:
  • تق{u٠٦أأ}{u٠٦أأ}م عددى لمعامل تعد{u٠٦أأ}ل ردود الافعال للمنشأت الخرسان{u٠٦أأ}ة تحت تأث{u٠٦أأ}ر مركبات الزلزال الرأس{u٠٦أأ}ة والافق{u٠٦أأ}ة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This research aims to evaluate the response modification factor for reinforced concretestructure with ductile moment resisting frames system, which was designed according to the Egyptian Code of Practice (ECP) under the effect of vertical and horizontal ground motions.A non-linear dynamic analysis is performed using the Extreme Loading for Structures (ELS®) software which based on the Applied Element Method (AEM).The values of (R) factor were evaluated under the effect of the vertical ground acceleration, combined vertical and horizontal ground accelerations, concrete compressive strength and reinforcement grades defined by (ECP). The obtained values of (R) factor from the numerical analysis were compared to the values defined by (ECP), the Euro Code (EC8), the American Codes (ASCE) and (UBC97)
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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.2020.Ab.N (Browse shelf(Opens below)) Not for loan 01010110081730000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2020.Ab.N (Browse shelf(Opens below)) 81730.CD Not for loan 01020110081730000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

This research aims to evaluate the response modification factor for reinforced concretestructure with ductile moment resisting frames system, which was designed according to the Egyptian Code of Practice (ECP) under the effect of vertical and horizontal ground motions.A non-linear dynamic analysis is performed using the Extreme Loading for Structures (ELS®) software which based on the Applied Element Method (AEM).The values of (R) factor were evaluated under the effect of the vertical ground acceleration, combined vertical and horizontal ground accelerations, concrete compressive strength and reinforcement grades defined by (ECP). The obtained values of (R) factor from the numerical analysis were compared to the values defined by (ECP), the Euro Code (EC8), the American Codes (ASCE) and (UBC97)

Issued also as CD

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