@article{ref1,
title="The critical temperature of steel columns with restrained thermal elongation",
journal="Fire safety journal",
year="1995",
author="Neves, IC",
volume="24",
number="3",
pages="211-227",
abstract="The influence of restraint of their thermal elongation on the fire resistance of steel columns is studied. The restraining forces are calculated as a function of steel temperature. The influence of several parameters on the fire resistance is analyzed: stiffness of the structure to which the column belongs; slenderness of the column; and eccentricity of the restraining forces.<p />",
language="",
issn="0379-7112",
doi="",
url="http://dx.doi.org/"
}