Investigation of Compressive Stress of the RC-Column Supporting the Wall Above under Seismic Force

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  • RC下階壁抜け柱における地震時の圧縮軸力の検討
  • RC カカイヘキ ヌケ バシラ ニ オケル ジシンジ ノ アッシュクジクリョク ノ ケントウ
  • 現代の<公共哲学>とへーゲル(1)市民団体・協会組織・公共性
  • ゲンダイ ノ コウキョウ テツガク ト ヘーゲル 1 シミン ダンタイ キョウカイ ソシキ コウキョウセイ

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When seismic force acts on the RC frames, the axial compressive force acting on a column supporting the wall above at the soft story where the wall panel is removed, is increased by the movement of the wall. As the method of estimation performed now of the axial force is for the case the whole panel is removed, there are problems in cases in which the wall has an opening in the side of the column. We investigate those cases comparing the results of the method and of FEM calculation.

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