Fire and Post-Fire Performance of Space Grid Structures

Guang Yong Wang; Xing Qiang Wang; Guang Wei Liu

doi:10.4028/www.scientific.net/AMM.238.621

Paper Titles

Development and Application of the Virtual Simulation Teaching System of Steel Structure Construction
p.603

Research Status and Development Application of Ceramsite Concrete Short Pier Shear Wall
p.608

Application of Improved Response Surface Method Based on Kriging Model to Structural Reliability Analysis
p.611

A New Bending Stiffness Measurement Technique Based on Distributed FBG Sensing Technology
p.617

Fire and Post-Fire Performance of Space Grid Structures
p.621

Study of Building Design and Reinforcement Technology under the Mining Damage
p.625

Study on the Ductility of T-Shaped Short-Limb Shear Walls (I)
p.631

Study on the Property of Ductility of T-Shaped Short-Shear Walls (II)
p.635

Seismic Research and Development of Steel Plate Concrete Composite Shear Wall
p.640

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Fire and Post-Fire Performance of Space Grid...

Fire and Post-Fire Performance of Space Grid Structures

Abstract:

A fire performance finite element (FE) model of space grid structures in fire and after fire is proposed, and deformation, stress redistribution, failure modes of grid structures are also studied. The result shows that tensile membrane action arises when the grid is loaded after fire, and the load bearing capacity after fire is reduced by fire damage.

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Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

621-624

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.621

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Online since:

November 2012

Authors:

Guang Yong Wang, Xing Qiang Wang, Guang Wei Liu

Keywords:

After Fire, Fire Performance, Grid Structures, Tensile Membrane Action

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References

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