Dynamic Performance Analysis for a Butterfly-Shaped Arch Bridge

Hai Yun Huang; Xiang Rong Yuan; Ka Hong Cai

doi:10.4028/www.scientific.net/AMR.163-167.74

Paper Titles

Buckling Strength of Tapered Cylindrical Shells under Partial Axial Compression: Effect of Circumferential Weld-Induced Imperfections
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Stability Analysis of Floating-Roof Tanks under Differential Settlement
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Effects of Rare Earths on Austenite Grain Growth Behavior in X80 Pipeline Steel
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Research on Bearing Capacity of Steel Tube-Reinforced Concrete Column Subjected to Eccentric Compression Load
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Dynamic Performance Analysis for a Butterfly-Shaped Arch Bridge
p.74

Constraint Analysis on the Steel Mid Tower of a Tri Tower Suspension Bridge
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Influence of Segmented Construction Methods on the Prestressed State of Truss String Structure Roof of Xinjiang Exhibition Center
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Load-Carrying Capacity Estimation Methods for Cold-Formed Steel Lipped Channel Member Using Effective Width Method
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Finite Element Analysis of Behavior in Semi-Rigid Steel Frames
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Dynamic Performance Analysis for a...

Dynamic Performance Analysis for a Butterfly-Shaped Arch Bridge

Abstract:

The dynamic characteristics are not only the important indexes for evaluating the bridge structural rigidity, but also the principal parameters for structural dynamic analysis and earthquake resistant analysis. In this paper, a three dimensional solid finite element model for a butterfly-shape arch bridge in Zhongshan city was established to analyze the dynamic characteristics. By comparison the numerical calculation results with measured results of the dynamic loading test, an analysis and evaluation of the dynamic performance of this new type spatial arch bridge was made, and can serve as reference to the dynamic analysis and seismic design of similar bridges.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

74-78

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.74

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Online since:

December 2010

Authors:

Hai Yun Huang, Xiang Rong Yuan, Ka Hong Cai

Keywords:

Butterfly-Shaped Arch Bridge, Dynamic Characteristic, Dynamic Loading Test

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References

[1] B.D. Liu, D.F. Gao, J.J. Zhang : Journal of HeNan Polytechnic University (Natual Science) . Vol. 28 (2009), pp.175-179. in Chinese.

Google Scholar

[2] Z.G. Yan, B.Z. Huang: Bridge Construction. Vol. 33 (2005), pp.5-7. in Chinese.

Google Scholar

[3] A.L. Jiang, Y.J. Gai, W.Z. Wang: Journal of Northeast University. Vol. 34 (2006), pp.113-114. in Chinese.

Google Scholar

[4] Y.H. Liu, Q.X. Ren: World Earthquake Engineering. Vol. 25 (2009), pp.120-124. in Chinese.

Google Scholar

[5] X. Zhang: Bridge Construction. Vol. 13 (2005), pp.13-15. in Chinese.

Google Scholar

[6] HY. Huang, A.R. Liu , X.S. Zhao: Evaluation Report of The Static and Dynamic Loading Test of The Yangtze River Bridge in Zhongshan City (2008).

Google Scholar

[7] H.Y. Huang, J.P. Zhang A.R. Liu, X.S. Zhao, in : Environmental Vibrations Prediction, Monitoring, Mitigation and Evaluation(Volume II), edited by H. Xia & H. Takemiya. Science Press. pp.1170-1175.

Google Scholar