Computers and Concrete

  • 제30권2호
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  • Pages.113-126
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  • 2022
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic performance evaluation of RC bearing wall structures

  • Rashedi, Seyed Hadi (Department of Civil and Environmental Engineering, Amirkabir University of Technology) ;
  • Rahai, Alireza (Department of Civil and Environmental Engineering, Amirkabir University of Technology) ;
  • Tehrani, Payam (Department of Civil and Environmental Engineering, Amirkabir University of Technology)
  • 투고 : 2021.04.03
  • 심사 : 2022.06.15
  • 발행 : 2022.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

Reinforced concrete bearing walls (RCBWs) are one of the most applicable structural systems. Therefore, vulnerability analysis and rehabilitation of the RCBW system are of great importance. In the present study, in order to the more precise investigation of the performance of this structural resistant system, pushover and nonlinear time history analyses based on several assumptions drawing upon experimental research were performed on several models with different stories. To validate the nonlinear analysis method, the analytical and experimental results are compared. Vulnerability evaluation was carried out on two seismic hazard levels and three performance levels. Eventually, the need for seismic rehabilitation with the basic safety objective (BSO) was investigated. The obtained results showed that the studied structures satisfied the BSO of the seismic rehabilitation guidelines. Consequently, according to the results of analyses and the desired performance, this structural system, despite its high structural weight and rigid connections and low flexibility, has integrated performance, and it can be a good option for earthquake-resistant constructions.

키워드

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