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Author:

Zhou, Q. (Zhou, Q..) | Yan, W. M. (Yan, W. M..) (Scholars:闫维明) | Zhou, X. Y. (Zhou, X. Y..)

Indexed by:

CPCI-S

Abstract:

To protect Chinese ancient building aseismic behaviors of Chinese ancient tenon-mortise joint strengthened by CFRP(Carbon Fibre Reinforced Plastic) were studied by experiments.Based on actual sizes of an ancient building,Wooden frame models with a scale of 1:8 of the prototype structure were built considering Yan-wei type of tenon-mortise connections. Experiments were carried out including 3 groups of unstrengthened structure and 2 groups of structure strengthened by CFRP.By low cyclic reversed loading tests moment-rotation hysteretic curves as well as skeleton curves for each joint were obtained;By analysis energy dissipation capability,stiffiness degradation as well as deformation performance for joint were also studied.Results show that after strengthened by CFRP,stiffness,strength and energy dissipation capability of the joint are enhanced,its stiffness degradation is not obvious,and its deformation performance remains good.Thus CFRP is useful for strengthening tenon-mortise joint of Chinese ancient building.

Keyword:

Tenon-mortise joint Aseismic strengthening Wooden construction Chinese ancient building CFRP(Carbon Fibre Reinforced Plastic)

Author Community:

  • [ 1 ] [Zhou, Q.]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [Yan, W. M.]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 3 ] [Zhou, X. Y.]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Zhou, Q.]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

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Source :

PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II

Year: 2010

Page: 1960-1965

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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