CRITERIA TO PREVENT BOND FAILURE IN REINFORCED CONCRETE SHORT COLUMN
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: Transactions of the Architectural Institute of Japan
سال: 1984
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.338.0_58