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Living Load Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges

Wang, Hui Li / Qin, Si Feng / Huang, Cai Liang / Ge, Xiao Meng

Living load nonlinearity of self-anchored cable-stayed suspension bridges is studied in this paper. A self-anchored cable-stayed suspension bridge with a main span of 800m is analyzed with linear theory, second-order theory and nonlinear theory respectively. The moments and displacements of both the girder and the pylon under live load are acquired. Based on the results it is derived that the second-order theory can be adopted to analyze a self-anchored cable-stayed suspension bridge with a main span of 800m and the error is less than 6%.

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Living Load Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges

Wang, Hui Li / Qin, Si Feng / Huang, Cai Liang / Ge, Xiao Meng

Living load nonlinearity of self-anchored cable-stayed suspension bridges is studied in this paper. A self-anchored cable-stayed suspension bridge with a main span of 800m is analyzed with linear theory, second-order theory and nonlinear theory respectively. The moments and displacements of both the girder and the pylon under live load are acquired. Based on the results it is derived that the second-order theory can be adopted to analyze a self-anchored cable-stayed suspension bridge with a main span of 800m and the error is less than 6%.

Living Load Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges

Wang, Hui Li / Qin, Si Feng / Huang, Cai Liang / Ge, Xiao Meng

Living load nonlinearity of self-anchored cable-stayed suspension bridges is studied in this paper. A self-anchored cable-stayed suspension bridge with a main span of 800m is analyzed with linear theory, second-order theory and nonlinear theory respectively. The moments and displacements of both the girder and the pylon under live load are acquired. Based on the results it is derived that the second-order theory can be adopted to analyze a self-anchored cable-stayed suspension bridge with a main span of 800m and the error is less than 6%.

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Title:

Living Load Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges

Contributors:

Wang, Hui Li / Qin, Si Feng / Huang, Cai Liang / Ge, Xiao Meng

Published in:

Applied Mechanics and Materials ; 29-32 ; 1583-1587

Publication date:

2010-08-13

Size:

5 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.29-32.1583

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Nonlinearity , Suspension Bridge , Living Load , Self-Anchored , Cable-Stayed Bridge

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