NDLI: Based on different loading areas of steel structure framework simulation research of fire resistance performance

Content Provider	IEEE Xplore Digital Library
Author	Nan Wang Ling Chen He Fu
Copyright Year	2011
Description	Author affiliation: Tianjin Key Laboratory for Control Theory & Applications in Complicated Systems, Tianjin University of Technology, 300384, China (Nan Wang; Ling Chen; He Fu)
Abstract	Based on finite element analysis software ANSYS, a company warehouse properties of door type steel frame structure has been studied under the action of fire. Taking the whole structure as research object, the paper used beam element and shell element to simulate the column, prime beam, second beam and concrete slab in the structure respectively. When linking the slab and the beam by beam connection and linking the column and the beam by pin connection at the same time, the influences of the whole structure have been considered based on different areas affected by fire. The results of analysis draw three conclusions. Firstly, large-span and strong constraints beam of structure and column-beam joint are the adverse regions affected by fire. Secondly, the column which bears multiple components is the weak link of steel structure. Finally, it is the temperature gradient in the direction of slab thickness that plays a crucial role in the ability of the overall fire resistance of steel structure.
Starting Page	6371
Ending Page	6374
File Size	766988
Page Count	4
File Format	PDF
ISBN	9781424494361
e-ISBN	9781424494392
DOI	10.1109/MACE.2011.5988499
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-07-15
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Resistance Fire resistance analysis Fire protection design Fires Educational institutions Steel Finite element methods Slabs Joining processes Steel structure
Content Type	Text
Resource Type	Article

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