Structural Engineering and Mechanics

  • 제13권1호
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  • Pages.1-16
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  • 2002
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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

Connections of sleeve joint purlin system

  • Tan, S.H. (School of Mechanical & Production Engineering, Nanyang Technological University) ;
  • Seah, L.K. (School of Mechanical & Production Engineering, Nanyang Technological University) ;
  • Li, Y. (School of Mechanical & Production Engineering, Nanyang Technological University)
  • 발행 : 2002.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the findings of an investigation carried out to determine the most appropriate connections, in terms of rotational stiffness, to use for the optimum design of cold-formed Zed section sleeve joint purlin system. Experiments and parametric studies were conducted to investigate the effects of geometric variables on the behavior of the sleeve-purlin and cleat-purlin connections of the sleeve joint purlin system. The variables considered were purlin size and thickness, sleeve size, thickness, length and bolt position. The test results were used to verify the empirical expressions, developed herein, employed to determine the rotational stiffness of connections. With the predicted connection stiffness, the most suitable sleeve-purlin and cleat-purlin connections can be selected so as to produce an optimum condition for the sleeve joint purlin system.

키워드

참고문헌

  1. American Iron and Steel Institute (1986), "Specification for the design of cold-formed steel structural members", AISI.
  2. British Standard Institution (BSI) (1987), "British Standard 5950 Part 5: Code of practice for design of coldformed sections", The Structural Use of Steelwork in Building.
  3. Bryan, E.R. (1993), "The design of bolted joints in cold-formed steel sections", J. Thin-Walled Structures, 16, 239-262. https://doi.org/10.1016/0263-8231(93)90047-E
  4. Hechtman, R.A., and Johnston, B.G. (1947), "Riveted semi-rigid beam-to-column building connections", Progress Report No. 1, Committee of Steel Structures Research, AISC.
  5. John Lysaght (S.E.A.) Pte Ltd (1990), Galvanized Steel Purlins and Girts Design Manual.
  6. Johnston, B.G., and Mount, E.H. (1942), "Analysis of building frames with semi-rigid connections", Trans. ASCE, 107, 993-1019.
  7. Lightfoot, E., and Baker, A.R. (1961), "The analysis of steel frames with elastic beam-column connections", Golden Jubilee Congress Symposium on the Design of High Buildings, Hong Kong University Press, 205-217.
  8. Monforton, A.R., and Wu, T.S. (1963), "Matrix analysis of semi-rigidly connected frames", J. Struct. Div., ASCE, 89(ST6), 13-42.
  9. Romstad, K.M., and Subramanian, C.V. (1970), "Analysis of frames with partial connection rigidity", J. Struct. Div., ASCE, 96(ST11), 2283-2300.

피인용 문헌

  1. Dynamic Analysis of Plates using a Improved Assumed Natural Strain Shell Element vol.11, pp.6, 2010, https://doi.org/10.5762/KAIS.2010.11.6.2284
  2. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections vol.104, 2016, https://doi.org/10.1016/j.tws.2016.02.017
  3. Postbuckling analysis of laminated composite shells under shear loads vol.21, pp.2, 2016, https://doi.org/10.12989/scs.2016.21.2.373
  4. Deflection Analysis of Sleeve Jointed Purlin Systems with Non-Linear Rotational Stiffness vol.147, pp.1662-7482, 2011, https://doi.org/10.4028/www.scientific.net/AMM.147.66
  5. A refined finite element for first-order plate and shell analysis vol.40, pp.2, 2002, https://doi.org/10.12989/sem.2011.40.2.191
  6. An improved treatment of mixed interpolation functions in eight-node assumed natural strain shell element for vibration analysis vol.5, pp.1, 2002, https://doi.org/10.1080/19373260.2012.638062
  7. Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection vol.171, pp.None, 2002, https://doi.org/10.1016/j.engstruct.2018.05.095