Dynamic Response of the Glass Curtain Wall of the Cable Truss under Wind Loads

Ruo Fei Liu; Cheng Wei Huang; Zhi Peng Huo

doi:10.4028/www.scientific.net/AMR.594-597.921

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Dynamic Response of the Glass Curtain Wall of the...

Dynamic Response of the Glass Curtain Wall of the Cable Truss under Wind Loads

Abstract:

The point-supported cable truss curtain wall is widely applied in today's high-rise construction structural design. The wind load is the main loads which are bore by Point supported glass curtain wall structure. When the curtain wall glass panels are subject to wind load, the panel will transform form surface loads to point load by spider claws passed to the supporting structure. This paper adopts the method of time domain and ANSYS software to analyse point-supported glass curtain wall cable truss structure of wind-induced vibration response.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

921-924

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.921

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Online since:

November 2012

Authors:

Ruo Fei Liu*, Cheng Wei Huang, Zhi Peng Huo

Keywords:

Cable-Truss Structures, Glass Curtain Wall, Time History Analysis, Wind-Induced Vibration Response

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* - Corresponding Author

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