Analysis of Mechanics Characteristics of Prestressed Steel Column in High Temperature (Fire) Condition

Qiang Sun; Yan Hu; Ding Tang Wang

doi:10.4028/www.scientific.net/AMM.351-352.505

Paper Titles

Application and Discussion of Pressure Grouting Technology in Bored Piles
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Buckling Behavior of Elliptical Shells of Changing Thickness under Uniform Axial Compression
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Mechanical Properties of Roller Compacted Concrete under Triaxial Stress State
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Buckling Analysis of Short Cylinders of Uniform Thickness under Uniform External Pressure
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Analysis of Mechanics Characteristics of Prestressed Steel Column in High Temperature (Fire) Condition
p.505

Mechanical Mechanism of the Post-Grouting Pile
p.510

Deformation Characteristics of Roller Compacted Concrete under Triaxial Stress State
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Analysis of Mechanics Characteristics of Prestressed Steel Beam in High Temperature (Fire) Condition
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Dynamic Analyses of Semi-Rigid Connection Low Yield Point Steel Frames
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Analysis of Mechanics Characteristics of...

Analysis of Mechanics Characteristics of Prestressed Steel Column in High Temperature (Fire) Condition

Abstract:

According to the requirements of fire scientific theory and the fire resistance design of structures, and combined with the practical engineering and based on the building damage situations that may occur, this paper analyzes the characteristics of mechanical behavior of prestressed steel column in high temperature condition (fire). It puts forward that how to consider the effects of high temperature parameters and prestressed loss on the structural bearing capacity in prestressing steel column design, and may provide reference values for the fire resistance design of steel structures.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

505-509

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.505

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Cite this paper

Online since:

August 2013

Authors:

Qiang Sun, Yan Hu, Ding Tang Wang

Keywords:

Capacity, High Temperature (Fire), Mechanical Behavior, Prestressed Loss, Prestressed Steel Column, Steel Cable

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