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This data set is the data of the longitudinal stiffness analysis of the middle tower of the three tower four span steel truss girder suspension bridge, including the structural parameters of the three tower four span suspension bridge (Oujiang Beikou Bridge), and the corresponding relationship between the structural parameters and the stiffness of the middle tower. In this study, a numerical method is proposed to divide different types of middle tower, and the reasonable range of longitudinal stiffness of rigid middle tower is determined.
| collect time | 2019/11/01 - 2019/11/30 |
|---|---|
| collect place | Shanghai |
| data size | 19.1 KiB |
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Calculated and simulated.
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Calculated and simulated.
| # | 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-Study on midtower longitudinal stiffness 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 bridges midtower longitudinal stiffness sliding resistance deflection to span ratio
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