Title:
Rectangular Ties in Reinforced Concrete Columns
Author(s):
N.G. Bunni
Publication:
Symposium Paper
Volume:
50
Issue:
Appears on pages(s):
193-210
Keywords:
axial loads; buckling; columns (supports); compression tests; creep properties; deformatio; failure; failure mechanisms; loads (forces); reinforced concrete; reinforcing steels; statistical anaysis; strains; structural analysis; tensile properties
DOI:
10.14359/17471
Date:
1/1/1975
Abstract:
Present equations of design of tied reinforced concrete columns do not include for the influence of ties on the value of the ultimate load. . .Theoretical analysis of a segment of a tied concrete column is presented showing the distribution of strains in the concrete, longitudinal steel and ties.