SAFETY LIMIT DEFORMATION BASED ON FAILURE MECHANISM OF REINFORCED CONCRETE MEMBERS FAILING IN SHEAR AFTER FLEXURAL YIELDING
نویسندگان
چکیده
منابع مشابه
Shear Area of Reinforced Concrete Circular Cross-section Members
The shear strength of reinforced concrete members without shear reinforcement is related to the shear stress carried by the concrete effective shear area. For rectangular sections the effective shear area represents the area corresponding to the effective depth. However, for circular sections this area is not as readily defined. Different empirical proposals have been suggested recently but no ...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2019
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.84.267