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Author:

Zhou, Qian (Zhou, Qian.) | Yan, Weiming (Yan, Weiming.) (Scholars:闫维明) | Zhou, Xiyuan (Zhou, Xiyuan.) | Zhang, Bo (Zhang, Bo.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

To protect Chinese ancient building, aseismic behaviors of Chinese ancient tenon-mortise joint are studied. Based on actual sizes of some part of Tai-He Palace in the Forbidden City, wooden frame models with a scale of 1:8 of the prototype structure are built considering Yan-wei type of tenon-mortise connections. By low cyclic reversed loading tests, M-θ hysteretic curves as well as skeleton curves of the joints are obtained; the energy dissipation capability, stiffiness degradation and deformation performance are analyzed, then restoring force model is also studied. Results show that M-θ hysteretic curves of tenon-mortise joint are mainly of Z shape with obvious rheostriction property. With the increase of joint rotation angle, its skeleton curve tends to be flat which reflects its good ductility performance; however its energy dissipation capability and stiffiness decrease, and the tenon-mortise joint has low bearing capability.

Keyword:

Earthquake engineering Hysteresis Energy dissipation Musculoskeletal system Experiments Wooden construction

Author Community:

  • [ 1 ] [Zhou, Qian]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhou, Qian]Imperial Palace Museum, Beijing 100009, China
  • [ 3 ] [Yan, Weiming]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Zhou, Xiyuan]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Zhang, Bo]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Vibration, Measurement and Diagnosis

ISSN: 1004-6801

Year: 2011

Issue: 6

Volume: 31

Page: 679-684

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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