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Information Journal Paper

Title

EVALUATING THE SEISMIC PERFORMANCE OF STEEL-SMA HYBRID BRACES

Pages

  285-296

Abstract

 The SEISMIC PERFORMANCE of HYBRID BRACEs composed of steel and shape memory alloy (SMA) was investigated in this paper. Six types of HYBRID BRACEs were used, constituted by SMA content of 0, 20, 40, 60, 80, and 100%. A NONLINEAR DYNAMIC ANALYSIS was performed under El Centro earthquake records, with the maximum acceleration of 0.6g and 0.9g. Our results showed that the SEISMIC PERFORMANCE, i.e., the amount of energy absorption and residual strain, of steel–SMA HYBRID BRACEs depends on the SMA content. The optimal value of SMA content was 20%, as, at this concentration, a HYBRID BRACE can be designed with good SEISMIC PERFORMANCE at a justifiable fabrication cost.

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    APA: Copy

    HOOSHMAND, M., RAFEZY, B., HOSSEINZADEH, Y., & AHMADI, H.. (2015). EVALUATING THE SEISMIC PERFORMANCE OF STEEL-SMA HYBRID BRACES. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 48(2), 285-296. SID. https://sid.ir/paper/671298/en

    Vancouver: Copy

    HOOSHMAND M., RAFEZY B., HOSSEINZADEH Y., AHMADI H.. EVALUATING THE SEISMIC PERFORMANCE OF STEEL-SMA HYBRID BRACES. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2015;48(2):285-296. Available from: https://sid.ir/paper/671298/en

    IEEE: Copy

    M. HOOSHMAND, B. RAFEZY, Y. HOSSEINZADEH, and H. AHMADI, “EVALUATING THE SEISMIC PERFORMANCE OF STEEL-SMA HYBRID BRACES,” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 48, no. 2, pp. 285–296, 2015, [Online]. Available: https://sid.ir/paper/671298/en

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