Structural Engineering and Mechanics

  • 제68권4호
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  • Pages.423-442
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  • 2018
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

In-plane response of masonry infilled RC framed structures: A probabilistic macromodeling approach

  • 투고 : 2018.06.01
  • 심사 : 2018.09.29
  • 발행 : 2018.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, masonry infilled reinforced concrete (RC) frames are analyzed through a probabilistic approach. A macro-modeling technique, based on an equivalent diagonal pin-jointed strut, has been resorted to for modelling the stiffening contribution of the masonry panels. Since it is quite difficult to decide which mechanical characteristics to assume for the diagonal struts in such simplified model, the strut width is here considered as a random variable, whose stochastic characterization stems from a wide set of empirical expressions proposed in the literature. The stochastic analysis of the masonry infilled RC frame is conducted via the Probabilistic Transformation Method by employing a set of space transformation laws of random vectors to determine the probability density function (PDF) of the system response in a direct manner. The knowledge of the PDF of a set of response indicators, including displacements, bending moments, shear forces, interstory drifts, opens an interesting discussion about the influence of the uncertainty of the masonry infills and the resulting implications in a design process.

키워드

과제정보

연구 과제 주관 기관 : Italian Ministry of Education

참고문헌

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피인용 문헌

  1. Modeling of the lateral stiffness of masonry infilled steel moment-resisting frames vol.70, pp.4, 2018, https://doi.org/10.12989/sem.2019.70.4.421
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