LATERAL SHEAR CAPACITY OF ONE-BAY ONE-STORY REINFORCED CONCRETE FRAMED SHEAR WALLS WHOSE EDGE COLUMNS OR EDGE BEAMS FAIL IN SHEAR
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: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 1987
ISSN: 0910-8025,2433-0000
DOI: 10.3130/aijsx.376.0_81