Slender high strength concrete columns.
Kong, Sia Keong.
Date of Issue1996
School of Civil and Environmental Engineering
The present investigation uses analytical and experimental methods to study the behaviour of slender high strength concrete columns which are pin-ended and subjected to short term bending about the minor axis. Three theoretical methods are proposed. The validity of these theoretical methods for the analysis of slender high strength concrete columns is verified by the experimental data in the present investigation.
DRNTU::Engineering::Civil engineering::Structures and design