ASEISMIC CAPACITY OF REINFORCED CONCRETE STRUCTURES (II) : Medium or Low Rise Reinforced Concrete Rigid Frames without Shear Walls
نویسندگان
چکیده
منابع مشابه
Development of Shear Capacity Equations for Rectangular Reinforced Concrete Beams
The problem of shear is not yet fully understood due to involvement of number of parameters. Designers are extra careful about shear, especially in beams and consequently higher safety factors are used in shear design. Several equations are available in literature to determine the shear capacity of beams, i.e. ACI equation, Zsutty equation and KIM & White equation. To verify the application of ...
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1973
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.209.0_21