Singular Perturbation Method for Solving Non-Linear Vibration of Stay Cable (II) - Engineering Application

Zhi Hong Ran; Jun Tong Qu; Fei He; Sheng Miao

doi:10.4028/www.scientific.net/AMM.147.117

Paper Titles

Three Dimensional, Linear and Nonlinear Finite Element Modeling of FRP to Concrete Pull-Off Test
p.92

Comparative Analysis of Axially Loaded Composite Columns
p.99

RETRACTED: Study on the Effect of Sewage Concentration on Treatment Efficiency of Artificial Wetland of Plateau Lake
p.105

Singular Perturbation Method for Solving Non-Linear Vibration of Stay Cable (I) - Theory Research
p.112

Singular Perturbation Method for Solving Non-Linear Vibration of Stay Cable (II) - Engineering Application
p.117

Double Non-Linear Mechanical Characteristics of Transmission Tower Structure Based on Model Amendment
p.122

An Experimental Study on Material and Structural Properties of Structural Insulated Panels (SIPs)
p.127

Study and Practice on the Performance of Soundproofing for Office Building Wall
p.132

Symplectic Solutions in Singularity Problems of Anisotropic Beams
p.136

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 147Singular Perturbation Method for Solving...

Singular Perturbation Method for Solving Non-Linear Vibration of Stay Cable (II) - Engineering Application

Abstract:

According to vibration characteristic of cable in cable-stayed bridges, the non-linear dynamic model of cables was set up. The vibration differential equation is deduced using the singular perturbation method. The stiffness and coupling boundary conditions of simple and fixed are introduced in the cable force analysis. The useful formulation of measuring techniques for cable force using frequency method is advanced. Results of analyses indicate that the formulation is high in accuracy and convenient in practice. The formulation was used to the cable-stayed construction control of Nanjing Yangtze River No.3 Bridge. The cable force was calculated with test data of vibration, and compared to cable force of design and pressure sensor. The method can be widely used for field of measurement during the construction of cable system structures.

You might also be interested in these eBooks

Computational Mechanics, Materials and Engineering Applications

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 147)

Pages:

117-121

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.147.117

Citation:

Cite this paper

Online since:

December 2011

Authors:

Zhi Hong Ran, Jun Tong Qu, Fei He, Sheng Miao

Keywords:

Bridge Engineering, Frequency Method, Test Techniques of Cable Force

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Hu Li-ping, Ling Yu-hong: Central South Highway Engineering, Vol. 29 (2004), pp.47-49.

Google Scholar

[2] Xu Jun. Precision: Journal of Tongji University, Vol. 29 (2001), pp.611-615.

Google Scholar

[3] Su Cheng , Xu Yu-feng , HAN Da-jian: Journal of Highway and Transportation Research and Development, Vol. 18 (2006), pp.54-58.

Google Scholar

[4] Wei Jian-dong, Liu Zhong-yu: Journal of Highway and Transportation Research and Development, Vol. 22 (2005), pp.75-78.

Google Scholar

[5] Wei Jian-dong: Journal of Highway and Transportation Research and Development, Vol. 21 (2004), pp.53-56.

Google Scholar

[6] SuYu-chen, Wu Qi-guang, in: Introduction of Singular perturbation problem in the numerical method. Chongqing publishing house(1991).

Google Scholar

[7] Hiro Shizui, Tohru Shnke, Yoshio Namiata: Journal of structural engineering, Vol. 122 (1996), pp.651-656.

Google Scholar

[8] Song Y F, He S H: China Journal of Highway and transport, Vol. 14 (2001), pp.70-72.

Google Scholar