Wind Vibration Effect on Unit Glass Curtain Wall Considering the Turbulent Wind

Xiao Hu; Yong Tao Gao

doi:10.4028/www.scientific.net/AMR.255-260.836

Paper Titles

Construction Control and Simulation Analysis of Long-Span Cable-Stayed Bridge
p.816

Research on Setting of Pre-Camber of Long-Span Continuous Rigid Frame Bridge with High Piers
p.821

Seismic Response Analysis of Double Chains Suspension Bridge Considering Non-Classical Damping
p.826

Construction of Steel Tube Concrete Arch Bridge after Axes Change
p.831

Wind Vibration Effect on Unit Glass Curtain Wall Considering the Turbulent Wind
p.836

Seismic Displacements Reduction for a Long-Span Cable-Stayed Bridge
p.840

Research on the Rigidity of Continuous Beam with Equal Span under the Temperature Load
p.846

Analysis of Parameter Sensitivity in Construction Control of Inclined Pylon Cable-Stayed Bridge without Backstays
p.851

Research on the Application of Horizontal Rotation Construction Method with Flat Hinge in Cable-Stayed Bridge Construction
p.856

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Wind Vibration Effect on Unit Glass Curtain Wall...

Wind Vibration Effect on Unit Glass Curtain Wall Considering the Turbulent Wind

Abstract:

Due to the applicable installation height, small mass, flexible characteristic, large span, and small damp, the unit glass curtain wall (UGCW) could easily result in vibration with the wind effect. The main factor is the turbulence among the cause effects. Combining the structural dynamic theory, and considering the characteristic of the UGCW, a wind effect calculation formula is set up considering the turbulent wind that is resulted by the 1st vibration type. Hope to provide some reference for similar designs.

You might also be interested in these eBooks

Advances in Civil Engineering, CEBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

836-839

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.836

Citation:

Cite this paper

Online since:

May 2011

Authors:

Xiao Hu, Yong Tao Gao

Keywords:

Turbulent Wind, UGCW, Wind Vibration Response

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Xin Qingsheng, Zhou Dai, Ma Jun, Research Stutus and Prospectof the Coupling Wind Vibration Response Analysis of Long-Span Gird Structures, Vibration and Impaction, 2005, 24 (1): 24-27.

Google Scholar

[2] Li Bo, Yang Qingshan, Huang Taoyng, The study of Turbulent Wind Regulations in China, US and Australia, Building Science and Engineering Report, 2008, 25 (3): 22-25.

Google Scholar

[3] Zhang Xiangting, Structural Wind Research, Beijing China Construction Industrial Press, (2006)

Google Scholar

[4] Ali M.Menari, Richard A.Behr, Paul A.Kremer. Seismic Behavior of Curtain Walls Containing Insulating Glass Units [J]. Journal of Architectural Engineering, 2003, 9(2)

DOI: 10.1061/(asce)1076-0431(2003)9:2(70)

Google Scholar

[5] Han Zhihui, Zhou Yi, Gu Ming, Wind Load and Wind Vibration Response Calculation of Decoration Cladding of XXX Building, Vibration and Impaction, 2008, 27 (5):40-43.

Google Scholar