Research Article
Static Experiment and Finite Element Analysis of a Multitower Cable-Stayed Bridge with a New Stiffening System
Table 6
The displacement at the important points by loading on midspan (mm).
| Model | Maximum deflection of midspan | Maximum deflection of sidespan | Horizontal displacement of midtower top | Horizontal displacement of side tower top | Left midspan | Right midspan | Left sidespan | Right sidespan | Left tower | Right tower |
| 1 | −7.82 | 6.44 | 3.22 | −0.89 | −4.49 | 2.72 | 1.08 | 2 | −6.04 | 4.56 | 2.83 | −0.51 | −3.17 | 2.65 | 1.06 | 3 | −5.23 | 3.78 | 2.11 | −0.23 | −2.86 | 1.76 | 0.59 | 4 | −6.12 | 4.12 | 3.15 | −0.82 | −4.21 | 2.20 | 0.84 | 5 | −4.18 | 2.24 | 1.12 | −0.16 | −1.99 | 1.48 | 0.46 |
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