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Author:

Zhang, Y. (Zhang, Y..) (Scholars:张勇) | Gao, X.-Y. (Gao, X.-Y..) | Yin, X.-J. (Yin, X.-J..) | Fu, X.-Z. (Fu, X.-Z..)

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Scopus PKU CSCD

Abstract:

In order to implement the composite function of BRB, a new type of buckling-restrained brace with tuning mass damper function (TMD-BRB) was designed and constructed. The composite function of vibration reduction and effect by contact surface craft, springs form and extension of tube in end-range place, were investigated by six dynamic and two static specimens. An optimal structure plan was obtained by contrast. Tests show that the wheel-tube with long making type TMD-BRB had an ideal tuning precision, a high dynamic coefficient and an obvious period performance of vibration. For its BRB performance, the specimen had a stable and plump hysteretic curve in 1/85 brace length. Various indexes, including 1.07 tension-compression ratio, normal stiffness deterioration and skeleton curve, 10% energy consumption attenuation by 30 circles fatigue test, was accorded with the international regulations. The mechanical structure could also reach a constructional balance between the two composite vibration reduction functions with an automatic shift from TMD to BRB in earthquake.

Keyword:

Composite vibration reduction structure; Dynamic test; Hysteretic behavior; Performance of TMD; Pseudo-static test; TMD-BRB

Author Community:

  • [ 1 ] [Zhang, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Gao, X.-Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Yin, X.-J.]Qingdao Create Environment Control Technology Co., Ltd., Qingdao, 266101, China
  • [ 4 ] [Fu, X.-Z.]Qingdao Create Environment Control Technology Co., Ltd., Qingdao, 266101, China

Reprint Author's Address:

  • 张勇

    [Zhang, Y.]College of Architecture and Civil Engineering, Beijing University of TechnologyChina

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2014

Issue: 11

Volume: 40

Page: 1651-1659

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: 11

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