Research Article
Static Experiment and Finite Element Analysis of a Multitower Cable-Stayed Bridge with a New Stiffening System
Table 9
The maximum bending moment at the important points by loading on sidespan (
).
| Mode | Middle of the midspan | Middle of the sidespan | Midtower root | Side tower root |
| 1 | −138.10 | 668.10 | 1388.70 | −3969.90 | 2 | −134.20 | 627.30 | 1400.20 | −3215.70 | 3 | −126.50 | 615.50 | 1367.40 | −3045.80 | 4 | −127.30 | 631.60 | 1380.50 | −3899.40 | 5 | −122.60 | 616.60 | 1376.80 | −1108.80 |
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