Computers and Concrete

  • 제22권5호
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  • Pages.439-447
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  • 2018
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

The investigation of seismic performance of existing RC buildings with and without infill walls

  • Dilmac, Hakan (Suleyman Demirel University, Department of Civil Engineering) ;
  • Ulutas, Hakan (Burdur Mehmet Akif Ersoy University, Department of Civil Engineering) ;
  • Tekeli, Hamide (Suleyman Demirel University, Department of Civil Engineering) ;
  • Demir, Fuat (Suleyman Demirel University, Department of Civil Engineering)
  • 투고 : 2018.07.06
  • 심사 : 2018.11.08
  • 발행 : 2018.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

One of the important factors is the infill walls in the change of the structural rigidity, ductility, dynamic and static characteristics of the structures. The infill walls are not generally included in numerical analysis of reinforced concrete (RC) structural system due to lack of suitable theory and the difficulty of calculating the recommended models. In seismic regions worldwide, the residential structures are generally RC buildings with infill wall. Therefore, understanding the contribution of the infill walls to seismic performance of buildings may have a vital importance. This paper investigates the effects of infill walls on seismic performance of the existing RC residential buildings by considering requirements of the Turkish Earthquake Code (TEC). Seismic performance levels of residential RC buildings with and without walls in high-hazard zones were determined according to the nonlinear procedure given in the code. Pushover curves were obtained by considering the effect of masonry infill walls on seismic performance of RC buildings. The analysis results showed that the infill walls beneficially effected to the rigidity, roof displacements and seismic performance of the building.

키워드

참고문헌

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피인용 문헌

  1. Cost Estimation of Structural Components of a Building by considering the Seismic Load on Different Regions vol.2019, pp.None, 2018, https://doi.org/10.1155/2019/7357913
  2. Investigating the effects of span arrangements on DDBD-designed RC buildings under the skew seismic attack vol.77, pp.1, 2021, https://doi.org/10.12989/sem.2021.77.1.115