Steel and Composite Structures

  • 제3권5호
  • /
  • Pages.307-320
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  • 2003
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Sway buckling of down-aisle, spliced, unbraced pallet rack structures

  • Beale, R.G. (Slender Structures Research Group, OCSLD Technology Oxford Brookes University) ;
  • Godley, M.H.R. (Slender Structures Research Group, OCSLD Technology Oxford Brookes University)
  • 투고 : 2003.03.04
  • 심사 : 2003.07.29
  • 발행 : 2003.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents an efficient approach to the determination of the buckling loads of down-aisle, spliced, unbraced, pallet rack structures subjected to vertical and horizontal loads. A pallet rack structures is analysed by considering the stability equations of an equivalent free-sway column. The effects of semi-rigid beam-to-upright, splice-to-upright and base-plate-to-upright connections are fully incorporated into the analysis. Each section of upright between successive beam levels in the pallet rack is considered to be a single column element with two rotational degrees of freedom. A computer algebra package was used to determine modified stability equations for column elements containing splices. The influence of the position of splices in a pallet rack is clearly demonstrated.

키워드

참고문헌

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