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Shock and Vibration
Volume 2015, Article ID 374710, 15 pages
http://dx.doi.org/10.1155/2015/374710
Research Article

The Influence of Pier Stiffness Ratio on the Failure Modes of Masonry Structures

1Tongji University, Shanghai 200092, China
2Wenzhou University, Wenzhou, Zhejiang 325035, China
3Shandong Tongyuan Design Group Co. Ltd., Qingdao Branch, Qingdao, Shandong 266071, China
4Wenzhou Design Group Co. Ltd., Wenzhou, Zhejiang 325001, China

Received 20 February 2015; Accepted 15 April 2015

Academic Editor: Yanxue Wang

Copyright © 2015 Yanru Wang 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

Yanru Wang, Xuegang Feng, and Bin Fu, “The Influence of Pier Stiffness Ratio on the Failure Modes of Masonry Structures,” Shock and Vibration, vol. 2015, Article ID 374710, 15 pages, 2015. https://doi.org/10.1155/2015/374710.