Steel and Composite Structures

  • 제10권1호
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  • Pages.1-21
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  • 2010
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Experimental and numerical investigations into the composite behaviour of steel frames and precast concrete infill panels with window openings

  • Teeuwen, P.A. (Eindhoven University of Technology) ;
  • Kleinman, C.S. (Eindhoven University of Technology) ;
  • Snijder, H.H. (Eindhoven University of Technology) ;
  • Hofmeyer, H. (Eindhoven University of Technology)
  • 투고 : 2008.09.11
  • 심사 : 2009.02.06
  • 발행 : 2010.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

As an alternative for conventional structures for tall buildings, a hybrid lateral load resisting structure has been designed, enabling the assembly of tall buildings directly from a truck. It consists of steel frames with discretely connected precast concrete infill panels provided with window openings. Besides the stiffening and strengthening effect of the infill panels on the frame structure, economical benefits may be derived from saving costs on materials and labour, and from reducing construction time. In order to develop design rules for this type of structure, the hybrid infilled frame has recently been subjected to experimental and numerical analyses. Ten full-scale tests were performed on one-storey, one-bay, 3 by 3 m infilled frame structures, having different window opening geometries. Subsequently, the response of the full-scale experiments was simulated with the finite element program DIANA. The finite element simulations were performed taking into account non-linear material characteristics and geometrical non-linearity. The experiments show that discretely connected precast concrete panels provided with a window opening, can significantly improve the performance of steel frames. A comparison between the full-scale experiments and simulations shows that the finite element models enable simulating the elastic and plastic behaviour of the hybrid infilled frame.

키워드

참고문헌

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피인용 문헌

  1. On a numerical model for static and dynamic analysis of in-plane masonry infilled steel frames vol.44, pp.5, 2013, https://doi.org/10.1002/mawe.201300146
  2. Cyclic testing and parametric analyses of the fabricated steel frames infilled with autoclaved aerated concrete panels vol.20, pp.4, 2017, https://doi.org/10.1177/1369433216659288
  3. Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches vol.33, pp.3, 2011, https://doi.org/10.1016/j.engstruct.2010.12.018
  4. Behaviour of sandwich panel infilled steel frames with different interface conditions vol.171, pp.2, 2018, https://doi.org/10.1680/jstbu.16.00149