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Evaluation of seismic response modification factor of reinforced concrete frames in the Egyptian code based on nonlinear static analysis / Amira Elyamany Ali Mohamed ; Supervised Walid A. Attia , Wael M. Khalil Eldegwy

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Amira Elyamany Ali Mohamed , 2016Description: 109 P. : charts , plans ; 30cmOther title:
  • تقييم معامل الإستجابه الزلزالى للأطارات الخرسانية المسلحة وفقا" للكود المصرى بإستخدام التحليل الإستاتيكى اللاخطى [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The objective of the thesis is discussing the values of response modification factor (R) for ordinary reinforced concrete frames in the Egyptian Code of Practice ECP-201(2012). The studied frames were divided into 4 groups and changing some factors. Also, comparative study between the ECP-201(2012) and other codes were held. It was found that R factor increases with decreasing number of stories and the fundamental period of vibration. In addition, R factor decreases with decreasing number of bays. The listed values of R factor in the ECP-201(2012) are conservative values and can be increased
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Am.E (Browse shelf(Opens below)) Not for loan 01010110069535000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Am.E (Browse shelf(Opens below)) 69535.CD Not for loan 01020110069535000

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

The objective of the thesis is discussing the values of response modification factor (R) for ordinary reinforced concrete frames in the Egyptian Code of Practice ECP-201(2012). The studied frames were divided into 4 groups and changing some factors. Also, comparative study between the ECP-201(2012) and other codes were held. It was found that R factor increases with decreasing number of stories and the fundamental period of vibration. In addition, R factor decreases with decreasing number of bays. The listed values of R factor in the ECP-201(2012) are conservative values and can be increased

Issued also as CD

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