Simulation of Wind Pressure for Self-Stayed Rod Based on CFD

Xiao Song; Guang Sheng Xu; Peng Li

doi:10.4028/www.scientific.net/AMM.204-208.3588

Paper Titles

Expansive Soil Damage to Buildings and the Treatment Methods in Jijie
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Analyse the Benefit of Technical and Economic of Crowded Reamed Pile
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Test Research on Loading Safety and Space Finite Element Analysis of Existing Buildings Reconstruction
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A Study on the Balcony Thermal Environment Design in China’s Cold Zones
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Simulation of Wind Pressure for Self-Stayed Rod Based on CFD
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Seismic Isolation Design of Multistory Building
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The Modeling of the Real Building Object by Using the Model of a Two-Layer Beam of Variable Rigidity on an Elastic Basis
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The Study of Relationship between Aspect Ratio of the Buildings and the Sunshine Spacing
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Simulation of Wind Pressure for Self-Stayed Rod...

Simulation of Wind Pressure for Self-Stayed Rod Based on CFD

Abstract:

Method of fluid dynamics numerical simulation and CFD related theory are discussed in the paper. The process of the solution and the influence factors of the numerical simulation are introduced relating with model of self-stayed rod. The wind pressure coefficient can be obtained from numerical wind-tunnel simulation of self-stayed rod in the turbulent flow wind. This research conducts the contrast of Load Code for the Design of Building Structures and results of numerical simulation.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

3588-3591

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.3588

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Online since:

October 2012

Authors:

Xiao Song*, Guang Sheng Xu, Peng Li

Keywords:

Computational Fluid Dynamics (CFD), Numerical Simulation of Wind Pressure, Self-Stayed Rod

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* - Corresponding Author

References

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[2] Fujun Wang. The computation fluid dynamic analysis-CFD software principle and application. (Tsinghua university press, China 2004) . (In Chinese).

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[3] Xiao Song. Control and Its Optimization of The Bridge Induced and Wind Induced Vibration of Self-Stayed Crooked Rod on Bridge. (MS., Zhejiang University of Technology, China 2007) pp.25-30. (In Chinese).

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[4] China building scientific research institute. Load Code for the Design of Building Structures. (China architecture &building press, China 2006). (In Chinese).

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