A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2018; you can also visit the original URL.
The file type is application/pdf
.
THERMAL MODELLING OF LOAD BEARING COLD-FORMED STEEL FRAME WALLS UNDER REALISTIC DESIGN FIRE CONDITIONS
[chapter]
2017
Volume 13 Number 2
Cold-formed Light gauge Steel Frame (LSF) walls lined with plasterboards are increasingly used in the building industry as primary load bearing components. Although they have been used widely, their behaviour in real building fires is not fully understood. Many experimental and numerical studies have been undertaken to investigate the fire performance of load bearing LSF walls under standard fire conditions. However, the standard fire time-temperature curve given in ISO 834 [1] does not
doi:10.18057/ijasc.2017.13.2.5
fatcat:ehhs2qtkdfh6rmft4iqxxogewu