Seismic Response of Cable Net Facade

Ruo Qiang Feng; Ji Hong Ye; Yue Wu; Shi Zhao Shen

doi:10.4028/www.scientific.net/AMR.163-167.165

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Seismic Response of Cable Net Facade

Seismic Response of Cable Net Facade

Abstract:

Shaking table tests and theoretical analysis were conducted to study of the seismic response of cable net facade. Firstly dynamic response of cable net façade under earthquake was investigated with shaking table test. Then a numerical simulation model of cable net façade was built for the dynamic analysis .And then with this model the seismic response was analyzed theoretically. The study indicates that: the seismic response of the cable net with glass panels and the cable net on most occasions are mainly decided by the symmetric modes, and the first vibration mode is dominant. The damping of cable net facade is mainly decided by glass panels.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

165-168

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.165

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Online since:

December 2010

Authors:

Ruo Qiang Feng, Ji Hong Ye, Yue Wu, Shi Zhao Shen

Keywords:

Cable Structure, Point Supported Glazing System, Seismic Response

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