Title:
Diagonally Reinforced Coupling Beams of Shear Walls
Author(s):
T. Paulay and J.R. Binney
Publication:
Symposium Paper
Volume:
42
Issue:
Appears on pages(s):
579-598
Keywords:
beams (supports); buckling; compression; cracking (fractures); cyclic loads; deep beams; diagonal tension; ductility; dynamic loads; earthquake resistant structures; reinforced concrete; research; shear strength; shear tests; shear walls; stiffness
DOI:
10.14359/17302
Date:
1/1/1974
Abstract:
A study of coventially reinforced coupling beams, containing horizontal flexural reinforcement and vertical stirrups for shear resistance, revealed that failure after high intensity reveresed cyclic loading is in the form of sliding shear.