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- W163351375 abstract "In steel frames, the analysis and design techniques are based on either idealized fixed or pinned connections. In this case, it has the advantage that the structural analysis and the design procedure were simplified, but there could be given different results of analysis between the real steel frame connections and the idealized fixed and pinned connection. This is because the real connections would be analyzed by semi-rigid, and have some transfer of moment and rotational constraint about the loads. In this study, structural analysis program with considered connections that have joint rigidity of fixed, pinned and semi-rigid, was developed. Then, the effects of joint rigidity on strength and displacement. in steel frames subjected to lateral forces and axial forces, were investigate, and the results were compared with those of the Midas Gen. w program." @default.
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- W163351375 date "2003-01-01" @default.
- W163351375 modified "2023-09-24" @default.
- W163351375 title "An Analytical Study on the Behavior of Steel Frames with Semi-Rigidity of Beam-to-Column Connections" @default.
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