Title:
Strength of Eccentrically Loaded Slender Steel Tubular Columns Filled With High-Strength Concrete
Author(s):
B. Vijaya Rangan and Matthey Joyce
Publication:
Structural Journal
Volume:
89
Issue:
6
Appears on pages(s):
676-681
Keywords:
columns (supports); composite construction (concrete and steel); deflection; high-strength concrete; slenderness ratio; strength; structural analysis; structural design; Structural Research
DOI:
10.14359/4137
Date:
11/1/1992
Abstract:
The results of tests performed on nine eccentrically loaded slender steel tubular columns filled with high-strength concrete are reported. The test parameters were the slenderness ratio and the eccentricity of axial thrust. A simple method to calculate the strength of columns is presented. The method shows good correlation with the test results reported in the paper as well as with those available in the literature.