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Shock and Vibration
Volume 2016 (2016), Article ID 6217587, 13 pages
http://dx.doi.org/10.1155/2016/6217587
Research Article

Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge

1Nanjing Institute of Technology, Nanjing 211167, China
2Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, China

Received 30 March 2016; Accepted 14 June 2016

Academic Editor: Sergio De Rosa

Copyright © 2016 Geng Fangfang and Ding Youliang. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

How to Cite this Article

Geng Fangfang and Ding Youliang, “Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge,” Shock and Vibration, vol. 2016, Article ID 6217587, 13 pages, 2016. doi:10.1155/2016/6217587