Reliability of reinforced concrete circular and rectangular short columns strengthened with cfrp laminates under concentric and eccentric loads / Sherif Hussein Ibrahim ElTersawy ; supervised Osama Abd El Ghafour Hodhod , Amro Amin ElHefnawy

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Sherif Hussein Ibrahim ElTersawy

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Language: Eng Publication details: Cairo : Sherif Hussein Ibrahim ElTersawy , 2006Description: 332P : ill , diagrs ; 30cmOther title:

اعتمادية الاعمدة المسلحة القصيرة الدائرية والمستطيلة المدعمة برقائق البوليمرات المسلحة بالياف الكربون تحت تاثير الاحمال المركزية واللامركزية [Added title page title]

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Dissertation note: Thesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering Summary: These developments in research and application have led to issuing design codes to provide proper design procedures for structures employing FRPModern concrete design codes follow reliability - based procedures , which require vast experimental database to derive the required load and resistance factorsHowever , very little work has dealt with the statistical variations in FRP properties and their effect on the structural reliability of the construction works

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Item type	Current library	Home library	Call number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2006.Sh.R. (Browse shelf(Opens below))	Not for loan	01010110046248000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2006.Sh.R. (Browse shelf(Opens below))	Not for loan	01020110046248000

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Previous	Cai01.13.05.Ph.D.2006.Re.R. Rational model for the permeability of satuarated soil /	Cai01.13.05.Ph.D.2006.Re.R. Rational model for the permeability of satuarated soil /	Cai01.13.05.Ph.D.2006.Sh.R. Reliability of reinforced concrete circular and rectangular short columns strengthened with cfrp laminates under concentric and eccentric loads /	Cai01.13.05.Ph.D.2006.Sh.R. Reliability of reinforced concrete circular and rectangular short columns strengthened with cfrp laminates under concentric and eccentric loads /	Cai01.13.05.Ph.D.2006.اح.ا اعادة تاهيل الاطارات الخرسانية ذات صلب التسليح الصدىء /	Cai01.13.05.Ph.D.2006.اح.ا اعادة تاهيل الاطارات الخرسانية ذات صلب التسليح الصدىء /	Cai01.13.05.Ph.D.2007.Ab.U Use of base isolation and viscous damping in the seismic analysis of structures /	Next

Thesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering

These developments in research and application have led to issuing design codes to provide proper design procedures for structures employing FRPModern concrete design codes follow reliability - based procedures , which require vast experimental database to derive the required load and resistance factorsHowever , very little work has dealt with the statistical variations in FRP properties and their effect on the structural reliability of the construction works

Issued also as CD

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