Research Article
Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge
Table 3
Five objective functions.
| Number | Description |
| | Controlled base shear of tower number 1 that is normalized with respect to the uncontrolled base shear of tower number 1 | | Controlled base shear of tower number 2 that is normalized with respect to the uncontrolled base shear of tower number 2 | | Controlled base moment of tower number 1 that is normalized with respect to the uncontrolled base moment of tower number 1 | | Controlled base moment of tower number 2 that is normalized with respect to the uncontrolled base moment of tower number 2 | | Controlled displacement at the left end of bridge deck that is normalized with respect to the uncontrolled displacement at the left end of bridge deck |
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