The Dynamic Characteristics Analysis of Liaocheng Guangyue Tower

Zhao Bo Meng; Yu Cao; Jie Jin

doi:10.4028/www.scientific.net/AMM.744-746.920

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746The Dynamic Characteristics Analysis of Liaocheng...

The Dynamic Characteristics Analysis of Liaocheng Guangyue Tower

Abstract:

Taking Liaocheng Guangyue tower as an example, based on the on-site measurements, to determine its dynamic characteristics and provide a basis by numerical analysis method for determining traffic incentive effect on the ancient timber buildings. From the research, we can conclude that the first-order self-vibration frequency of Guangyue tower can be taken as 1.638Hz, the corresponding natural vibration period is 0.61s,the damping ratio is 1.098.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

920-923

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.920

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Online since:

March 2015

Authors:

Zhao Bo Meng*, Yu Cao, Jie Jin

Keywords:

Ancient Architecture, Dynamic Characteristics Analysis, Guangyue Tower

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* - Corresponding Author

References

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