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Author:

Zhang, Yue (Zhang, Yue.) | Gao, Xiangyu (Gao, Xiangyu.) | YanglongLi (YanglongLi.) | Ding, Caihong (Ding, Caihong.)

Indexed by:

CPCI-S

Abstract:

A new type buckling-restrained brace with tuning mass damper function (TMD-BRB) was designed and constructed. The composite function of vibration reduction was investigated by six dynamic and two static specimens. 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:

dynamic test composite vibration reduction structure TMD-BRB pseudo-static test

Author Community:

  • [ 1 ] [Zhang, Yue]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing, Peoples R China
  • [ 2 ] [Gao, Xiangyu]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing, Peoples R China
  • [ 3 ] [YanglongLi]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing, Peoples R China
  • [ 4 ] [Ding, Caihong]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing, Peoples R China

Reprint Author's Address:

  • [Zhang, Yue]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing, Peoples R China

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Source :

PROCEEDINGS OF THE THIRTEENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS 1 AND II

Year: 2014

Page: 214-227

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: 9

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