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Spatial buckling behavior of high-rise rack frames

Conference Paper


Abstract


  • The paper investigates the global elastic buckling behavior of a high-rise adjustable pallet rack frame composed of thin-walled open sections. It is concluded that the simple element used in many commercial programs for 3D frame analysis is not sufficiently refined for accurate linear buckling analyses of high-rise rack frames.

Publication Date


  • 2000

Citation


  • Teh, L. H., Hancock, G. J., & Clarke, M. J. (2000). Spatial buckling behavior of high-rise rack frames. In International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction (pp. 335-355).

Scopus Eid


  • 2-s2.0-3042652979

Web Of Science Accession Number


Start Page


  • 335

End Page


  • 355

Abstract


  • The paper investigates the global elastic buckling behavior of a high-rise adjustable pallet rack frame composed of thin-walled open sections. It is concluded that the simple element used in many commercial programs for 3D frame analysis is not sufficiently refined for accurate linear buckling analyses of high-rise rack frames.

Publication Date


  • 2000

Citation


  • Teh, L. H., Hancock, G. J., & Clarke, M. J. (2000). Spatial buckling behavior of high-rise rack frames. In International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction (pp. 335-355).

Scopus Eid


  • 2-s2.0-3042652979

Web Of Science Accession Number


Start Page


  • 335

End Page


  • 355