DESIGN BASE SHEAR COEFFICIENTS FOR HIGH-RISE REINFORCED CONCRETE BUILDINGS
نویسندگان
چکیده
منابع مشابه
Shear strength analysis and prediction of reinforced concrete transfer beams in high-rise buildings
Results of an experimental investigation on the behavior and ultimate shear capacity of 27 reinforced concrete Transfer (deep) beams are summarized. The main variables were percent longitudinal (tension) steel (0.28 to 0.60%), percent horizontal web steel (0.60 to 2.40%), percent vertical steel (0.50 to 2.25%), percent orthogonal web steel, shear span-to-depth ratio (1.10 to 3.20) and cube conc...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 1994
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.59.99