Typical Aseismic Constitution Problems of Tou-Kung in the Forbidden City

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Abstract:

To protect Chinese ancient buildings, tou-kung (bracket sets) in the Forbidden City in Beijing were taken as example to study their aseismic constitution problems and strengthening methods by survey as well as analysis methods. According to constitution characters and mechanical performances of these tou-kungs, their typical aseismic constitution problems were summed up, causes for the problems were discussed, and strengthening advices were proposed. Results show that typical aseismic constitution problems of these tou-kungs include decay, crack, deflection, slack and disengage of parts and so on; main causes relate not only to constitution, construction and bearing performances of bracket sets, but also material properties of wood; besides, effectively strengthening methods for these tou-kungs include reassembling, gluing, iron components connection and so on.

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1911-1916

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] B. J. Ma: Construction Techniques of Chinese Ancient Wooden Buildings (Science Press, Beijing 2003).

Google Scholar

[2] S. C. Liang: Construction Codes for Ancient Wooden Buildings in Qing Dynasty (China Architecture & Building Press, Beijing 1981).

Google Scholar

[3] Y. Sui, J. Y. Xue and H. T. Zhao: Experimental study on lateral stiffness of Dougong layer in Chinese historic buildings, Engineering Mechanics Vol. 27 (2010), p.74.

Google Scholar

[4] Q. Zhou, W. M. Yan and H. Y. Zou: Stochastic seismic response of Chinese ancient wood buildings, Journal of Wuhan University of Technology Vol. 32(2010), p.115.

Google Scholar

[5] Y. M. Xu: Wood Science (China Forestry Publishing House, Beijing 2006).

Google Scholar

[6] X. Z. Du: Remedy Techniques for Chinese Ancient Buildings (China Architecture & Building Press, Beijing 1983).

Google Scholar

[7] T. Liang, Y. W. Wang and S. Z. Ni: Technical Code for Maintenance and Strengthening of Ancient Timber Buildings (GB50165-92)(China Architecture & Building Press, Beijing 1992).

Google Scholar

[8] Y. T. Qi: Research Theses of Protection of Chinese Ancient Buildings by Qi Yingtao (Huaxia Publishing House, Beijing 1992).

Google Scholar

[9] Q. Zhou and W. M. Yan: Application of iron-strengthening techniques in Chinese ancient buildings, Journal of Water Resources and Architectural Engineering Vol. 9 (2011), p.1.

Google Scholar

[10] J. Y. Xue, P. C. Zhang and H. T. Zhao: Study on the aseismic mechanism of historic timber structural building, J. Xi'an Univ. of Arch. & Tech. Vol. 32 (2000), p.8.

Google Scholar

[11] J. B. Liu and X. L. Du: Structural Dynamics (China Machine Press, Beijing 2005).

Google Scholar

[12] Q. Zhou X. Q. Zhang: Study on structural actuality of western cornice purlin of Tai-He Palace in the Forbidden City, in Proceedings of Chinese Forbidden City Association (No 6). (Forbidden City Press, Beijing 2011).

DOI: 10.1017/cbo9780511997006.025

Google Scholar