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Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings

Xu, Ming Gang / Ding, Zhuo Wei

The available methods to determine the ultimate displacement of the building structures have been put forward, and the disadvantages of the methods are analyzed. According to the seismic design theory based on displacement of structures and reinforcement standard of Chinese ancient architecture, which refers to the modern structural engineering requirements, the ultimate displacement of the timber structure on Chinese ancient buildings, which is under the obvious P-∆ second-order effects, has been studied. The ultimate displacement and the drift ratio limit value of different axial compression ratio are determined by the experiments and Theoretical calculation. The results of the study of ultimate displacement can provide the technical support for the rehabilitation of the ancient timber buildings.

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Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings

Xu, Ming Gang / Ding, Zhuo Wei

The available methods to determine the ultimate displacement of the building structures have been put forward, and the disadvantages of the methods are analyzed. According to the seismic design theory based on displacement of structures and reinforcement standard of Chinese ancient architecture, which refers to the modern structural engineering requirements, the ultimate displacement of the timber structure on Chinese ancient buildings, which is under the obvious P-∆ second-order effects, has been studied. The ultimate displacement and the drift ratio limit value of different axial compression ratio are determined by the experiments and Theoretical calculation. The results of the study of ultimate displacement can provide the technical support for the rehabilitation of the ancient timber buildings.

Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings

Xu, Ming Gang / Ding, Zhuo Wei

The available methods to determine the ultimate displacement of the building structures have been put forward, and the disadvantages of the methods are analyzed. According to the seismic design theory based on displacement of structures and reinforcement standard of Chinese ancient architecture, which refers to the modern structural engineering requirements, the ultimate displacement of the timber structure on Chinese ancient buildings, which is under the obvious P-∆ second-order effects, has been studied. The ultimate displacement and the drift ratio limit value of different axial compression ratio are determined by the experiments and Theoretical calculation. The results of the study of ultimate displacement can provide the technical support for the rehabilitation of the ancient timber buildings.

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Order at Subito €

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Title:

Study of Ultimate Displacement of Timber Structures in Chinese Ancient Buildings

Contributors:

Xu, Ming Gang / Ding, Zhuo Wei

Published in:

Applied Mechanics and Materials ; 580-583 ; 1759-1762

Publication date:

2014-07-04

Size:

4 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1759

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Seismic Design , Axial Compression Ratio , Chinese Ancient Buildings , Ultimate Displacement , Timber Structures , Tenon-Mortise Joints

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