Computers and Concrete

  • 제13권6호
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  • Pages.749-764
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  • 2014
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of brick infill panel on the seismic safety of reinforced concrete frames under progressive collapse

  • Tavakoli, Hamidreza (Assistant Professor of Civil Engineering, BabolNoshirvani University of Technology) ;
  • Akbarpoor, Soodeh (Structure Engineering, Mazandaran University of Science & Technology)
  • 투고 : 2013.07.29
  • 심사 : 2014.05.22
  • 발행 : 2014.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Structural safety has always been a key preoccupation for engineers responsible for the design of civil engineering projects. One of the mechanisms of structural failure, which has gathered increasing attention over the past few decades, is referred to as 'progressive collapse' which happens when one or several structural members suddenly fail, whatever the cause (accident, attack, seismic loading(.Any weakness in design or construction of structural elements can induce the progressive collapse in structures, during seismic loading. Masonry infill panels have significant influence on structure response against the lateral load. Therefore in this paper, seismic performance and shear strength of R.C frames with brick infill panel under various lateral loading patterns are investigated. This evaluation is performed by nonlinear static analysis. The results provided important information for additional design guidance on seismic safety of RC frames with brick infill panel under progressive collapse.

키워드

참고문헌

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피인용 문헌

  1. Strengthening of hollow brick infill walls with expanded steel plates vol.11, pp.5, 2016, https://doi.org/10.12989/eas.2016.11.5.887
  2. A new method for progressive collapse analysis of RC frames vol.60, pp.1, 2016, https://doi.org/10.12989/sem.2016.60.1.031
  3. Effect of Earthquake characteristics on seismic progressive collapse potential in steel moment resisting frame vol.12, pp.5, 2017, https://doi.org/10.12989/eas.2017.12.5.529
  4. Determination of the interaction between a masonry wall and a confining frame vol.167, pp.None, 2014, https://doi.org/10.1016/j.engstruct.2018.04.001
  5. Study on failure mechanism of multi-storeyed reinforced concrete framed structures vol.6, pp.1, 2014, https://doi.org/10.12989/acd.2021.6.1.1
  6. Shearing of infill masonry walls under lateral and vertical loading vol.38, pp.None, 2014, https://doi.org/10.1016/j.jobe.2021.102147