This data set is the relevant parameters for the mechanical performance analysis of orthotropic steel bridge deck, including the displacement comparison results of the main girder of the example bridge under four working conditions, the static response of the bridge under live load, and the first 15 order vibration shape analysis of the bridge. Through these data, the mechanical properties and parameter analysis of the three tower four span suspension bridge are carried out. The research results can be used to guide the design of the three tower four span steel truss girder suspension bridge.
| data size | 19.1 KiB |
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It is obtained by calculation and simulation.
It is obtained by calculation and simulation.
The data quality is good.
| # | number | name | type |
| 1 | 2018YFC0809600 | National key R & D plan |
This work is licensed under
CC BY 4.0 (Creative Commons Attribution 4.0 International License).
| # | title | file size |
|---|---|---|
| 1 | 2018YFC0809601-001-Mechanical performance study and parametric analysis of three-tower four-span suspension bridges with steel truss girders.xlsx | 0 Bytes |
| 2 | 数据集说明文件.docx | 19.1 KiB |
three-tower suspension bridge steel truss girder mechanical performance parametric analysis finite element analysis
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