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Author:

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

Indexed by:

EI Scopus PKU CSCD

Abstract:

To find an effective strengthening method for Chinese ancient tenon-mortise joint, a form of steel components was brought up. According to a Chinese ancient wooden building, 5 groups(3 unstrengthened and 2 strengthened by steel components on tenon-mortise joints)of 1:8 scale wooden frame models were built considering swallow tail joint type. By manual loading means, low cyclic reversed loading tests were carried out. For each joint, its moment-rotation hysteretic curves and skeleton curves were obtained, its energy dissipation capability, stiffiness degradation as well as deformation performance were analysed. Results showed that after the joint was strengthened by steel components, its tenon pull value became less, its stiffness and strength were enhanced, its stiffness degradation was not obvious, and it still had good energy dissipation capability as well as ductility. Thus the strengthening method is effective.

Keyword:

Energy dissipation Wooden construction Stiffness Strengthening (metal) Wooden buildings

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, Hongyu]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 Basic Science and Engineering

ISSN: 1005-0930

Year: 2012

Issue: 6

Volume: 20

Page: 1063-1071

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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