Title:
Analysis of Instability of Unrestrained Prestressed Concrete Columns with End Eccentricities
Author(s):
A. P. Kabaila and A. S. Hall
Publication:
Symposium Paper
Volume:
13
Issue:
Appears on pages(s):
157-178
Keywords:
DOI:
10.14359/16759
Date:
1/1/1966
Abstract:
A computer analysis of rectangular, symmetrically reinforced unrestrained prestressed concrete columns in terms of a given uniquely defined stress-strain relationship is presented. The analytical results are compared with a test series. The accuracy and the range of validity of the better known approximate analyses are discussed.