Steel and Composite Structures

  • 제23권1호
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  • Pages.95-105
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  • 2017
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Incremental dynamic analyses of concrete buildings reinforced with shape memory alloy

  • Mirtaheri, Masoud (Department of Civil Engineering, K.N.Toosi University of Technology) ;
  • Amini, Mehrshad (Department of Civil Engineering, K.N.Toosi University of Technology) ;
  • Khorshidi, Hossein (Department of Civil Engineering, K.N.Toosi University of Technology)
  • 투고 : 2016.05.20
  • 심사 : 2016.12.14
  • 발행 : 2017.01.20
⟨ 이전 논문 다음 논문 ⟩

초록

The use of superelastic shape memory alloys (SMAs) as reinforcements in concrete structures is gradually gaining interest among researchers. Because of different mechanical properties of SMAs compared to the regular steel bars, the use of SMAs as reinforcement in the concrete may change the response of structures under seismic loads. In this study, the effect of SMAs as reinforcement in concrete structures is analytically investigated for 3-, 6- and 8-story reinforced concrete (RC) buildings. For each concrete building, three different reinforcement details are considered: (1) steel reinforcement (Steel) only, (2) SMA bar used in the plastic hinge region of the beams and steel bar in other regions (Steel-SMA), and (3), beams fully reinforced with SMA bar (SMA) and steel bar in other regions. For each case, columns are reinforced with steel bar. Incremental Dynamic Analyses (IDA) are performed using ten different ground motion records to determine the seismic performance of Steel, Steel-SMA and SMA RC buildings. Then fragility curves for each type of RC building by using IDA results for IO, LS and CP performance levels are calculated. Results obtained from the analyses indicate that 3-story frames have approximately the same spectral acceleration corresponding with failure of frames, but in the cases of 6 and 8-story frames, the spectral acceleration is higher in frames equipped with steel reinforcements. Furthermore, the probability of fragility in all frames increases by the building height for all performance levels. Finally, economic evaluation of the three systems are compared.

키워드

참고문헌

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피인용 문헌

  1. Assessment of Seismic Vulnerability of Steel and RC Moment Buildings Using HAZUS and Statistical Methodologies vol.2017, 2017, https://doi.org/10.1155/2017/2698932
  2. Life-cycle cost evaluation of steel structures retrofitted with steel slit damper and shape memory alloy–based hybrid damper pp.2048-4011, 2018, https://doi.org/10.1177/1369433218773487
  3. Behavior of exterior concrete beam-column joints reinforced with Shape Memory Alloy (SMA) bars vol.28, pp.1, 2018, https://doi.org/10.12989/scs.2018.28.1.083
  4. Buckling analysis of steel plates in composite structures with novel shape function vol.35, pp.3, 2017, https://doi.org/10.12989/scs.2020.35.3.405
  5. The cyclic response of circular reinforced concrete column to foundation connections strengthened with shape memory alloy bars vol.55, pp.7, 2017, https://doi.org/10.1177/0021998320961440
  6. Seismic performance assessment of steel frames with slack cable bracing systems vol.250, pp.None, 2022, https://doi.org/10.1016/j.engstruct.2021.113437