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.