Numerically Simulated Structural Response of a Bearing Steel Frame with Joints of Varying Stiffness to Fully Developed Fire Conditions

Aim: This paper examines the responses of load-bearing steel frames to direct fire exposure and the associated impact of the monotonically increasing temperature of its components. For comparative purposes, the authors analysed in detail specific frames with beam-to-column joints differing in rigidi...

Full description

Bibliographic Details
Main Authors: Mariusz Maślak, Piotr Woźniczka
Format: Article
Language:English
Published: Scientific and Research Centre for Fire Protection - National Research Institute 2019-06-01
Series:Safety & Fire Technology
Subjects:
Online Access:https://panel.sft.cnbop.pl/storage/bf6425b0-86cb-4f4d-b98c-a8876737940e