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Volumn 11, Issue 3, 2007, Pages 383-399

Testing of superelastic recentering pre-strained braces for seismic resistant design

Author keywords

Energy Dissipation; Finite Elements; Pre strain; Seismic; Shape Memory Alloys; Structural Vibration Control

Indexed keywords

CONTROL SYSTEMS; EARTHQUAKES; ENERGY DISSIPATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHAPE MEMORY EFFECT; VIBRATION CONTROL;

EID: 34249699575     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460601031326     Document Type: Article
Times cited : (28)

References (19)
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  • 6
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  • 7
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    • Cyclic properties of superelastic shape memory alloy wires and bars
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  • 8
    • 0035501727 scopus 로고    scopus 로고
    • Mechanical behaviour of shape memory alloys for seismic applications 2. Austenite NiTi wires subjected to tension
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    • Dolce, M.1    Cardone, D.2
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    • Implementation and testing of passive control devices based on shape memory alloys
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    • Experimental investigation of shape memory alloy as passive energy dissipation device for seismic response reduction of buildings
    • Nanjing, China
    • Mao, C.-X. and Li, H. [2004] "Experimental investigation of shape memory alloy as passive energy dissipation device for seismic response reduction of buildings," Proc. of the Third International Conference on Earthquake Engineering, Nanjing, China.
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    • Mao, C.-X.1    Li, H.2
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    • Supplemental energy dissipation: State-of-the-art and state-of-the-practice
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    • Soong, T.T.1    Spencer, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.