Reinforcement Stability and Fracture of Cover Concrete in Reinforced Concrete Members
نویسندگان
چکیده
منابع مشابه
Bond Deformability of Reinforced Concrete Members
The usual earthquake resistant design philosophy of ductile frame buildings allows the beams to form plastic hinges adjacent to beam-column connections. In order to carry out this design philosophy, the ultimate bond or shear strength of the beam should be greater than the flexural yielding force and should not degrade before reaching its required ductility. The behavior of RC members dominated...
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ژورنال
عنوان ژورنال: Journal of Structural Engineering
سال: 2002
ISSN: 0733-9445,1943-541X
DOI: 10.1061/(asce)0733-9445(2002)128:10(1253)