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- W975107281 abstract "With the help of two simple rigid-jointed frames, this lecture shows that for frames with weak beam/strong column designs, use of effective length factors K less than one, given by bifurcation analysis, for design of such frames may be unconservative. Also, in the case of strong beam/weak column design, the beam has to support additional moments that are equal in magnitude to the restraining moments on the column." @default.
- W975107281 created "2016-06-24" @default.
- W975107281 creator A5061395941 @default.
- W975107281 date "1992-01-01" @default.
- W975107281 modified "2023-09-23" @default.
- W975107281 title "Design of Columns as Part of Frames — Some Remarks" @default.
- W975107281 cites W2015041004 @default.
- W975107281 doi "https://doi.org/10.1007/978-3-7091-4332-2_5" @default.
- W975107281 hasPublicationYear "1992" @default.
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