節点移動のある柱の座屈に及ぼす隣接部材の影響

DOI Web Site 参考文献6件

書誌事項

タイトル別名
  • EFFECT OF THE ADJACENT MEMBER ON THE BUCKLING OF COLUMNS IN THE SWAY NOT PREVENTED FRAME
  • Taking a two-story one-span frame as an example
  • －2層1スパン骨組を例として－

抄録

<p>The effect of an adjacent member on the buckling of columns in the frame is examined. Formulas for equivalent stiffness of the adjacent column affecting the focused column is presented. The effect of the adjacent column is classified in three groups, that is the focused member is perfectly braced, buckle simultaneously and the adjacent member is perfectly braced, according to the critical flexural stiffness ratio. Relations between the equivalent stiffness and above mentioned 3 groups are discussed, and the flexural stiffness ratio characterizing the groups are shown, taking the height ratio, axial load ratio as the parameter.</p>

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