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- W2386171694 abstract "This paper presents an analysis of the elastic-plastic stability of frames braced by flexural bracings.Because of the inherent complexity of the problem,a simplified model is used in the present paper in which the frame is replaced by a leaning column and the flexural bracing is modeled as a vertical column.Horizontal forces and vertical loads are exerted on the system,and equations for determining the required cross-sectional rigidity of the cantilever columns are established.It is found that the required cross-sectional rigidity under combined actions of horizontal loads and vertical loads is greater than the summation of the required rigidities under horizontal loads and vertical loads separately." @default.
- W2386171694 created "2016-06-24" @default.
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- W2386171694 date "2011-01-01" @default.
- W2386171694 modified "2023-09-24" @default.
- W2386171694 title "A SIMPLIFIED ANALYSIS ON ELASTIC PLASTIC STABILITY OF FLEXURAL BRACING-FRAME SYSTEM" @default.
- W2386171694 hasPublicationYear "2011" @default.
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