Rules for the buckling limit state assessment using stress design

Richard Greiner, Herbert Schmidt, J. Michael Rotter

Research output: Chapter in Book/Report/Conference proceedingChapterResearch

Original languageEnglish
Title of host publicationBuckling of Steel Shells - European Design Recommendations
Place of PublicationBrussels
PublisherECCS - European Convention for Constructional Steelwork
Pages147-165
Volume125
Edition5th ed.
Publication statusPublished - 2008

Publication series

NameECCS
PublisherECCS - European Convention for Constructional Steelwork

Cite this

Greiner, R., Schmidt, H., & Rotter, J. M. (2008). Rules for the buckling limit state assessment using stress design. In Buckling of Steel Shells - European Design Recommendations (5th ed. ed., Vol. 125, pp. 147-165). (ECCS). Brussels: ECCS - European Convention for Constructional Steelwork.

Rules for the buckling limit state assessment using stress design. / Greiner, Richard; Schmidt, Herbert; Rotter, J. Michael.

Buckling of Steel Shells - European Design Recommendations. Vol. 125 5th ed. ed. Brussels : ECCS - European Convention for Constructional Steelwork, 2008. p. 147-165 (ECCS).

Research output: Chapter in Book/Report/Conference proceedingChapterResearch

Greiner, R, Schmidt, H & Rotter, JM 2008, Rules for the buckling limit state assessment using stress design. in Buckling of Steel Shells - European Design Recommendations. 5th ed. edn, vol. 125, ECCS, ECCS - European Convention for Constructional Steelwork, Brussels, pp. 147-165.
Greiner R, Schmidt H, Rotter JM. Rules for the buckling limit state assessment using stress design. In Buckling of Steel Shells - European Design Recommendations. 5th ed. ed. Vol. 125. Brussels: ECCS - European Convention for Constructional Steelwork. 2008. p. 147-165. (ECCS).
Greiner, Richard ; Schmidt, Herbert ; Rotter, J. Michael. / Rules for the buckling limit state assessment using stress design. Buckling of Steel Shells - European Design Recommendations. Vol. 125 5th ed. ed. Brussels : ECCS - European Convention for Constructional Steelwork, 2008. pp. 147-165 (ECCS).
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