عرض بسيط للتسجيلة

المؤلفWafa, Faisal F.
تاريخ الإتاحة2009-11-25T13:02:51Z
تاريخ النشر1994
اسم المنشورEngineering Journal of Qatar University
الاقتباسEngineering Journal of Qatar University, 1994, Vol. 7, Pages 91-113.
معرّف المصادر الموحدhttp://hdl.handle.net/10576/7808
الملخصEighteen rectangular singly reinforced high-strength concrete beams without web reinforcement were tested in combined shear and flexure. The main variables were the longitudinal steel reinforcement ratio and the shear-span to effective depth ratio. The uniaxial compressive strength of concrete was about 93 MPa (13,500 psi). The experimental shear capacities were compared with the shear capacities predicted by different empirical equations presented in literatures. Two empirical equations have been proposed to better predict the shear capacity of reinforced high-strength concrete beams without stirrups.
اللغةen
الناشرQatar University
الموضوعEngineering: Research & Technology
العنوانShear Behavior Of Reinforced High-Strength Concrete Beams Without Shear Reinforcement
النوعArticle
الصفحات91-113
رقم المجلد7
dc.accessType Open Access


الملفات في هذه التسجيلة

Thumbnail

هذه التسجيلة تظهر في المجموعات التالية

عرض بسيط للتسجيلة