Dynamic Performance Analysis of Single Tower Self-Anchored Suspension Bridge Using Measured Modal Identification

Zhi Guo Ma; Zhi Jun Li; Yi Huan Zhu; Xiao Wen Zhu

doi:10.4028/www.scientific.net/AMM.256-259.1557

Paper Titles

Statistical Analysis and Evaluation on Cracks of Simply Supported-to-Continuous Split-Type Box Girder Bridges
p.1533

X-Bridge Project: Development of a New Methodology for the Monitoring of Steel Bridges
p.1537

Influence of Prestress Degree to Long-Term Response of the Long Span Prestressed Concrete Bridges
p.1542

Geometry Control Technology of Transition Curve Section in Cross-Sea Bridge Erected by Precasting Segment Girder
p.1548

Dynamic Performance Analysis of Single Tower Self-Anchored Suspension Bridge Using Measured Modal Identification
p.1557

Development of Methodology for Enhancing Visual Bridge Condition Assessment Using Image Processing Techniques
p.1563

Application of WebGIS in Process Management of Highway Bridge
p.1571

Wind Tunnel Investigations for the Free Standing Tower of the Penang Second Bridge
p.1577

Application of Fuzzy Analytic Hierarchy Process to Bridge State Comprehensive Assessment and its Improvement Using Intelligent Control Technology
p.1582

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Dynamic Performance Analysis of Single Tower...

Dynamic Performance Analysis of Single Tower Self-Anchored Suspension Bridge Using Measured Modal Identification

Abstract:

Recent years, Single tower self-anchored suspension structure system is more available around us. The research on dynamic characteristic types of structures is an example Nanjing Jiangxin-island Bridge, together with its field modal test and calculated value from a three-dimensional finite element model which focuses on the boundary sensitivity impact to dynamic characteristics of such bridges. The results show that, larger error appears when we do not consider expansion joint stiffness and bearing friction force relative to measured value, so this phenomenon should have to be considered. The conclusions provide important research basis for design and health monitoring of the bridge.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

1557-1562

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.1557

Citation:

Cite this paper

Online since:

December 2012

Authors:

Zhi Guo Ma, Zhi Jun Li, Yi Huan Zhu, Xiao Wen Zhu

Keywords:

Ambient Vibration Test, Dynamic Characteristic, Expansion Joint Stiffness, Self-Anchored Suspension Bridge

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Jiangsu Transportation Research Institute Co., Ltd. Static and dynamic test reports of single tower self-anchored suspension bridge on the right fork of Nanjing Yangtze River Tunnel [R].(2010)

Google Scholar

[2] Fan Lichu. Seismic prevention for bridge [M]. Shanghai: Tongji University Press, (1997)

Google Scholar

[3] Che Shuwen, Chen Quan, Lou Songqing. Influence of mass matrix model on natural vibration frequency [J]. Journal of Lanzhou Railway Institute (natural science edition), 2003, 22(6):80-83

Google Scholar

[4] Wang chen, Li Aiqun, Wang Hao, Xie jing. Seismic response spectrum analysis of the main part of Najing Jiangxin-island bridge [J]. Journal of Disaster Prevention and Mitigation Project, 2009, 29(3):325-328

Google Scholar

[5] Yang Menggang, Hu Jianhua, Chen Zhengqing. Earthquake response analysis of single-tower self-anchored suspension bridge [J]. Journal of Zhongnan University (natural science edition), 2005, 36(1): 133-137

Google Scholar

[6] Zhao Zhuo, Liu Zhe, Liu Dongxu. Dynamic characteristic analysis of the main part of self-anchored suspension bridge [J].World Earthquake Engineering, 2006, 22(3): 84-88

Google Scholar

[7] Li Zhijun, Li Aiqun, Han Xiaolin. Dynamic characteristic analysis and measured variability research of Run yang suspension bridge [J]. Journal of Civil Engineering, 2010, 43(4):92-98

Google Scholar