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DYNAMIC ANALYSIS OF LONG-SPAN STAYED-CABLE ARCH BRIDGE

Sheng Xing-wang

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Abstract

Stayed-cable arch bridge is a new pattern composed bridge.The fourth bridge of Xiangjiang River in Xiangtan City serves as a good example,in which the three-dimensional finite element model is established and the natural frequency and modes are calculated,and additionally the influence of primary structural parameters to the autooscillation characteristics is analyzed through the application of the finite element analysis software.The calculating results can offer the related technical parameters and basic data for the design certification,construction,health detection and maintenance in working conditions.

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What this paper is about

Stayed-cable arch bridge is a new pattern composed bridge.The fourth bridge of Xiangjiang River in Xiangtan City serves as a good example,in which the three-dimensional finite element model is established and the natural frequency and modes are calculated,and additionally the influence of primary structural parameters to the autooscillation characteristics is analyzed through the application of the finite element analysis software.The calculating results can offer the related technical parameters and basic data for the design certification,construction,health detection and maintenance in working conditions.

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Available abstract

Stayed-cable arch bridge is a new pattern composed bridge.The fourth bridge of Xiangjiang River in Xiangtan City serves as a good example,in which the three-dimensional finite element model is established and the natural frequency and modes are calculated,and additionally the influence of primary structural parameters to the autooscillation characteristics is analyzed through the application of the finite element analysis software.The calculating results can offer the related technical parameters and basic data for the design certification,construction,health detection and maintenance in working conditions.

Key concepts: Bridge (graph theory), Structural engineering, Arch bridge, Finite element method, Arch, Span (engineering), Natural frequency, Engineering

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