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Shock and Vibration
Volume 2014 (2014), Article ID 401469, 11 pages
http://dx.doi.org/10.1155/2014/401469
Review Article

Seismic Response of Base-Isolated High-Rise Buildings under Fully Nonstationary Excitation

1State Key Laboratory of Structural Analysis for Industrial Equipment, Faculty of Vehicle Engineering and Mechanics, Dalian University of Technology, Dalian 116023, China
2Bridge Science Research Institute Co. Ltd., China Railway Major Bridge Engineering Group, Wuhan 430034, China
3Earthquake Engineering Research and Test Center, Guangzhou University, Guangzhou 510405, China

Received 26 November 2013; Revised 12 January 2014; Accepted 28 February 2014; Published 24 June 2014

Academic Editor: Jeong-Hoi Koo

Copyright © 2014 C. F. Ma et al. 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

C. F. Ma, Y. H. Zhang, P. Tan, and F. L. Zhou, “Seismic Response of Base-Isolated High-Rise Buildings under Fully Nonstationary Excitation,” Shock and Vibration, vol. 2014, Article ID 401469, 11 pages, 2014. doi:10.1155/2014/401469