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