The effect of non-uniformity of dimensions on the evaluation of seismic response modification factor for reinforced concrete frames / Manar Gamal Abdelrahman Mahmoud ; Supervised Walid A. Attia , Manar Maher Hussein

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Manar Gamal Abdelrahman Mahmoud

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Material type: Text

TextLanguage: English Publication details: Cairo : Manar Gamal Abdelrahman Mahmoud , 2020Description: 143 P. : charts ; 30cmOther title:

تاثير عدم انتظام الابعاد فى تقييم معامل تعديل الإستجابة الزلزالى فى الاطارات الخرسانيه المسلحه [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The main 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 3 groups with non-uniform heights and lengths. Also, comparative study between the ECP-201(2012) and the current study. It was found that R factor decreases with increasing floor heights. In addition, increasing the non-uniformity of span lengths greatly effects on the value of the R factor. The listed values of R factor in the ECP-201(2012) are conservative values and can be increased

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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.2020.Ma.E (Browse shelf(Opens below))		Not for loan		01010110083130000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2020.Ma.E (Browse shelf(Opens below))	83130.CD	Not for loan		01020110083130000

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

The main 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 3 groups with non-uniform heights and lengths. Also, comparative study between the ECP-201(2012) and the current study. It was found that R factor decreases with increasing floor heights. In addition, increasing the non-uniformity of span lengths greatly effects on the value of the R factor. 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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