Assessment of Repairs and Strengthening of a Historic Masonry Pagoda Using a Vibration-Based-Method
Publication: Journal of Structural Engineering
Volume 135, Issue 1
Abstract
The East Pagoda of Yongzuo Monastery (Twin Pagodas Monastery), built in Taiyuan city during the Chinese Wanli Period (1573–1619 AC) of the Ming Dynasty, has suffered serious movement and damage. A series of maintenance and refurbishment projects, including foundation reinstatement (Phase I), foundation strengthening (Phase II), structural reinforcement and interior/exterior repairs (Phase III), were completed between 1992 and 1997. The dynamic characteristics of the East Pagoda were measured consistently before Phase I, after Phase II, and after Phase III. These measurements were used to obtain the change of the stiffness of each story of the pagoda in order to assess the effects of each of the phases of work on the condition of the pagoda. It has been shown that this vibration-based inspection method offers an easy and useful means to identify the weakness of a structure and assess the effects of strengthening and repairs of a historic building.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The support and assistance of the Yongzuo Monastery Preservation Administration, the Taiyuan Commission of Relics, and the Shanxi Institute of Historical Buildings and Protection are acknowledged. Mr. B. Y. Wang and Mr. C. P. Su provided support and advice with respect to the experimental measurements taken during the project. Mr. J. S. Wang, Senior Engineer from School of Civil and Structural Engineering, Taiyuan University of Technology, participated major experimental works in this project. This paper is dedicated to the memory of first writer, Professor Shiwen Li, a pioneer in the study of historic Chinese buildings using structural dynamics, who passed away on January 30, 2008.
References
Chou, J. H., and Ghaboussi, J. (2001). “Genetic algorithm in structural damage detection.” Comput. Struct., 79(14), 1335–1353.
Friswell, M. I., Penny, J. E. T., and Garvey, S. D. (1998). “A combined genetic and eigensensitivity algorithm for the location of damage in structures.” Comput. Struct., 69(5), 547–556.
Design Standard for Masonry Structures. (1988). GBJ3-88, China Building Industry Press, Beijing (in Chinese).
Hao, H., and Xia, Y. (2002). “Vibration-based damage detection of structures by genetic algorithm.” J. Comput. Civ. Eng., 16(3), 222–229.
Rytter, A., Krawczuk, M., and Kirkegaard, P. H. (2000). “Experimental and numerical study of damaged cantilever.” J. Eng. Mech., 126(1), 60–65.
Tomazevic, M. (1999). Earthquake-resistant design of masonry building, Imperial College Press.
Topole, K. G., and Stubbs, N. (1995). “Nondestructive damage evaluation of a structure from limited modal parameters.” Earthquake Eng. Struct. Dyn., 24., 1427–1436
Yuan, P., Wu, Z. F., and Ma, X. R. (1998). “Estimated mass and stiffness matrices of shear building from modal test data.” Earthquake Eng. Struct. Dyn., 27, 415–421.
Information & Authors
Information
Published In
Copyright
© 2009 ASCE.
History
Received: Apr 14, 2005
Accepted: Jul 23, 2008
Published online: Jan 1, 2009
Published in print: Jan 2009
Notes
Note. Associate Editor: Elisa D. Sotelino
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.