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- W631180678 abstract "For many years, codes of practice have included either an intercept chart or a graphical procedure for the calculation of effective length factors k for sway prevented structures. The method requires g-factors, which are related to member stiffnesses, to be evaluated at each end of the column under investigation. A derivation of this simple g-factor method is presented. The method is expanded to include negative g- factors and k-values greater than unity in braced frames. An iterative procedure is presented that simply and effectively accounts for the presence of axial forces in the restraining members. This improved g-factor method is illustrated by numerical examples. A technique is developed which enables the critical buckling load factor lambda(sub c) for braced frames to be predicted using g-factors. (Author/TRRL)" @default.
- W631180678 created "2016-06-24" @default.
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- W631180678 date "1984-01-01" @default.
- W631180678 modified "2023-09-27" @default.
- W631180678 title "BUCKLING OF MEMBERS IN BRACED FRAMES WITH NEGATIVE RESTRAINT. ACMSM 9; THE NINTH AUSTRALASIAN CONFERENCE ON THE MECHANICS OF STRUCTURES AND MATERIALS, 29-31 AUGUST 1984, UNIVERSITY OF SYDNEY" @default.
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