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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.
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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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