Wind Load Analysis on Adherent Billboard Considering the Turbulent Wind


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Due to the applicable installation height, small mass, flexible characteristic, and small damp, the adherent billboard 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 adherent billboard, 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 structure designs.



Edited by:

Xuejun Zhou




Y. T. Gao and X. Hu, "Wind Load Analysis on Adherent Billboard Considering the Turbulent Wind", Applied Mechanics and Materials, Vols. 90-93, pp. 1365-1368, 2011

Online since:

September 2011





[1] Li Bo, Yang Qingshan, Huang Taoying. Prescript of wind turbulence characteristics in Chinese, American and Australian load codes. Journal of architecture and civil engineering, 2008, 25(3):23—26.

[2] ASNI/ASCE7202, Minimum Design Loads for Buildings and Other Structures, (2002).

[3] Zhou Yun, Li Wuping, Huan Shi etc. Disaster prevention and mitigation engineering. Beijing: China architecture and building press, (2007).

[4] Xiang Haifan etc. Modern theory and practice on bridge wind resistance. Beijing: China communications press, (2005).

[5] Load code for the design of building structures(GB50009—2001). Beijing: China architecture and building press, (2001).

[6] Technical specification for steel structure of outdoor advertisement facility(CECS148:2003). Beijing: China engineering construction standardization association standards, (2003).

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