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Shock and Vibration
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2016
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Article
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Tab 1
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Research Article
Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge
Table 1
Peak displacements at two ends of the bridge deck.
Peak displacement
Partially longitudinal constraint system
Fully floating system
Left end (m)
0.1586
0.7023
Right end (m)
0.1589
0.7025