
handle: 10356/19402
The purpose of the present investigation is to study the behaviour and strength of slender high strength concrete columns experimentally and analytically. These columns are pin-ended and subject to short-term eccentric loading about the minor axis. The variables considered in this study are the slenderness ratio (L/h) and eccentricity of load (e/h).
Master of Engineering (CSE)
DRNTU::Engineering::Civil engineering::Structures and design
DRNTU::Engineering::Civil engineering::Structures and design
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