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- W2554300975 abstract "The sidesway magnification factor was introduced to the design of columns in moment frames subjected to the P-Δ effect. Three approaches for the computation of the sidesway magnification factor, namely, the column-lateral-buckling-strength approach, the story-lateral-stiffness approach, and the modified-story-lateral-stiffness approach, were suggested by the 2005 AISC Specification for Structural Steel Buildings, the ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures, and the 2010 AISC Specification for Structural Steel Buildings, respectively. This paper evaluates the sidesway magnification factors derived from the aforementioned three approaches for four different column base conditions, namely, ideal fixed-, ideal pinned-, practical fixed-, and practical pinned-base conditions. The results of the study conducted in this paper are that (1) if only the flexural deflections are considered in the frame analysis, the sidesway magnification factor derived from the modified story-lateral-stiffness approach closely agrees with that derived from the column-lateral-buckling-strength approach and (2) if the flexural deflections, as well as the shear and axial deformations, are considered in the frame analysis, the sidesway magnification factor derived from the story-lateral-stiffness approach closely agrees with that derived from the column-lateral-buckling-strength approach." @default.
- W2554300975 created "2016-11-30" @default.
- W2554300975 creator A5090966917 @default.
- W2554300975 date "2014-01-01" @default.
- W2554300975 modified "2023-09-26" @default.
- W2554300975 title "SIDESWAY MAGNIFICATION FACTORS FOR STEEL MOMENT FRAMES WITH VARIOUS TYPES OF COLUMN BASES" @default.
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- W2554300975 doi "https://doi.org/10.18057/ijasc.2014.10.3.2" @default.
- W2554300975 hasPublicationYear "2014" @default.
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