水平荷重を受ける鋼構造柱・はりおよびその接合部の挙動について : 報告・その2

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タイトル別名
  • THE EXPERIMENTAL RESEARCH ON THE BEHAVIOUR OF STEEL BEAM-TO-COLUMN CONNECTION SUBJECTED TO LATERAL FORCE : Report No.2
  • 水平荷重を受ける鋼構造柱・はりおよびその接合部の挙動について-2-
  • スイヘイ カジュウ オ ウケル コウ コウゾウ チュウ ハリ オヨビ ソノ セツゴウブ ノ キョドウ ニ ツイテ 2

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抄録

In this experiment three types of full scale specimens are used, which have same H-section beam and three types of columns. Those are double-H-section type (XI-type), pipe section type (XP-type) and box section type (XB-type). At the XI-type specimens the deformation and the strength of beam-to-column connections are influenced by both shearing stress and bending stress. At the XP-type and XB-type specimens, the ones are mostly decided by the shearing stress, when they have rigid diaphragm. But when the connection has semi-rigid diaphragm, the local deformation of the diaphragm has great influence upon the total deformation of the connection.

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