Computers and Concrete

  • 제14권1호
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  • Pages.41-57
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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

A method for the non-linear and failure load analysis of reinforced concrete frames

  • Cosgun, Turgay (Istanbul University, Engineering Faculty, Department of Civil Engineering) ;
  • Sayin, Baris (Istanbul University, Department of Construction and Technical Affairs)
  • 투고 : 2012.08.24
  • 심사 : 2014.05.09
  • 발행 : 2014.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

Modern trend in structural design is to use smaller elements in order to ensure several purposes such as economy, functionality and aesthetic in appearance. However, because of decreasing rigidity of the structural elements, the system displacements increases and displacements become an important subject in this kind of structures takes into account both geometrical changes and the carrying capacity of the material after linear-elastic boundary. In this study, a method is proposed to calculate the failure loads and to analyse the reinforced concrete space frame systems. The numerical examples gathered from the literature survey are solved with this method utilising the prepared computer program and the comparable results are presented. The results show that the method is sufficiently accurate.

키워드

참고문헌

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  2. A numerical-experimental evaluation of beams composed of a steel frame with welded and conventional stirrups vol.22, pp.1, 2014, https://doi.org/10.12989/cac.2018.22.1.027