Structural Engineering and Mechanics

  • 제70권6호
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  • Pages.781-791
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  • 2019
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analysis on damage of RC frames retrofitted with buckling-restrained braces based on estimation of damage index

  • Liu, Ruyue (School of Civil Engineering, Fujian University of Technology) ;
  • Yang, Yong (Department of Civil Engineering, Xi'an University of Architecture and Technology)
  • 투고 : 2019.01.05
  • 심사 : 2019.03.21
  • 발행 : 2019.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Earthquakes most often induce damage to structures, resulting in the degradation or deterioration of integrity. In this paper, based on the experimental study on 5 RC frames with different span length and different layout of buckling-restrained braces, the seismic damage evaluation law of RC frame with buckling-restrained braces was analyzed, and then the seismic damage for different specimens was calculated using different damage models to study the damage evolution. By analyzing and comparing the observation in test and the calculated results, it could be found that, damage evolution models including Gosain model, Hwang model as well as Ou model could better simulate the development of damage during cyclic loading. Therefore, these 3 models were utilized to analyze the development of damage to better demonstrate the evolution law for structures with different layout of braces and under different axial compression ratios. The results showed that from all layouts of braces studied, the eccentrically braced frame behaved better under larger deformation with the damage growing slowly. It could be deduced that the link beam benefited the seismic performance of structure and alleviated the damage by absorbing high values of energy.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Science and Technology Foundation of FuZhou Council, Fujian University of Technology

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