Effective Length Factor of Columns in Semirigid and Unbraced Frames
作者： N. Kishi , W. F. Chen , Y. Goto
DOI: 10.1061/(ASCE)0733-9445(1997)123:3(313)
关键词: Stability (probability) 、 Effective length factor 、 Effective length 、 Buckling 、 Mathematics 、 Structural engineering 、 Current (fluid)
摘要: … column buckling theory, the governing equations on the K-factor of columns for various boundary conditions … for the combinations of pinned-pinned and rigid-pinned end conditions, the …
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