Paper Title:
Fire Protection Design for Steel Staggered-Truss Framing System Based on Mechanical Performance Calculation
  Abstract

An optimizing strategy, based on the performance calculation of mechanical properties under high temperature, was proposed to study the method of fire protection design for steel staggered-truss framing system (SSTFS). That is, the whole elastic-plastic process of the structure is investigated using the finite element method firstly, and the components which appear plastic deformation easily are found, and then their fire resistance rating would be enhanced especially. In comparison with the traditional regular fire protection strategy, it is confirmed that the fire resistant capacity of the SSTFS can be improved dramatically. And the security of the structure could be ensured, while the required volume of fire protection coatings is reduced.

  Info
Periodical
Advanced Materials Research (Volumes 97-101)
Edited by
Zhengyi Jiang and Chunliang Zhang
Pages
3663-3666
DOI
10.4028/www.scientific.net/AMR.97-101.3663
Citation
C. K. Chen, W. Zhang, D. Zhang, "Fire Protection Design for Steel Staggered-Truss Framing System Based on Mechanical Performance Calculation", Advanced Materials Research, Vols. 97-101, pp. 3663-3666, 2010
Online since
March 2010
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Price
$32.00
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