Effect of reinforcement ratio on force reduction factor of RC frames / Ahmed Muhammed Aboulfetouh Hagag ; Supervised Osman M. Osman Ramadan , Nayer Ahmed Elesnawy

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Ahmed Muhammed Aboulfetouh Hagag

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Material type: Text

TextLanguage: English Publication details: Cairo : Ahmed Muhammed Aboulfetouh Hagag , 2012Description: 189 P. : charts ; 30cmOther title:

تأثير نسب التسليح فى معامل التخفيض الزلزالى للإطارات الخرسانية [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Earthquake design codes use the inclastic design response spectrum to assess the force and deformation demands imposed by earthquake ground motions on structures. The inclastic design response spectrum is roughly equal to the corresponding elastic design response spectra divided by the response modification factor R

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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.2012.Ah.E (Browse shelf(Opens below))		Not for loan		01010110058095000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2012.Ah.E (Browse shelf(Opens below))	58095.CD	Not for loan		01020110058095000

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

Earthquake design codes use the inclastic design response spectrum to assess the force and deformation demands imposed by earthquake ground motions on structures. The inclastic design response spectrum is roughly equal to the corresponding elastic design response spectra divided by the response modification factor R

Issued also as CD

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