Tarek Mohamed Elzanaty  <br/><br/>
Behavior of normal and high strength concrete slender columns under biaxial bending /  
 سلوك الأعمدة النحيفة المصنعة من الخرسانة التقليدية و الخرسانة عالية المقاومة تحت تأثير العزوم المزدوجة 
Tarek Mohamed Elzanaty ; Supervised Adel Galal Elattar , Tarek M. Bahaa Eldin 
 - Cairo :   Tarek Mohamed Elzanaty ,   2010 
 - 130 P. :   plans ;   30cm 
<br/><br/>Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Structural Engineering 
<br/><br/> 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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<br/><br/><label>Subjects--Index Terms: </label>Biaxial bending High strength concrete  Slender columns