Behavior of normal and high strength concrete slender columns under biaxial bending / Tarek Mohamed Elzanaty ; Supervised Adel Galal Elattar , Tarek M. Bahaa Eldin

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Tarek Mohamed Elzanaty

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TextLanguage: English Publication details: Cairo : Tarek Mohamed Elzanaty , 2010Description: 130 P. : plans ; 30cmOther title:

سلوك الأعمدة النحيفة المصنعة من الخرسانة التقليدية و الخرسانة عالية المقاومة تحت تأثير العزوم المزدوجة [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Structural Engineering Summary: The structural behavior of normal-strength and high-strength concrete slender columns was investigated through an experimental program comprising applying biaxial bending on large-scale specimens. The experimental program consisted of two group. The first group of the program included testing seven normal-strength concrete (NSC) specimens while the second group included testing six high-strenght concrete (HSC) specimens

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2010.Ta.B (Browse shelf(Opens below))		Not for loan	01010110053228000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2010.Ta.B (Browse shelf(Opens below))	53228.CD	Not for loan	01020110053228000

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

The structural behavior of normal-strength and high-strength concrete slender columns was investigated through an experimental program comprising applying biaxial bending on large-scale specimens. The experimental program consisted of two group. The first group of the program included testing seven normal-strength concrete (NSC) specimens while the second group included testing six high-strenght concrete (HSC) specimens

Issued also as CD

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