柱はり接合部の変形を考慮した鋼構造平面骨組の地震応答解析

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  • Earthtquake Response Analysis of Plane Framed Structures with Deformation of Beam-to-Column Connections
  • ハシラハリ セツゴウブ ノ ヘンケイ オ コウリョ シタ コウ コウゾウ ヘイメン ホネグミ ノ ジシン オウトウ カイセキ

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The governing equations for the plane framed structures considering deformation of joint panels based on principle of hybrid potential energy can be applied to the earthquake response analysis. The plane frames with four types of beam-to-column connections were selected as the analytical models. From the results of the response analysis, the following conclusions were obtained. 1) The deformation and energy absorption concentrate to the story with weak columns. 2) The maximum story deformation angles are related to the total absorbed energy 3) In the case of the weak panel type, the absorbed energy of beams is transformed to the absorbed energy of beam-to-coloumn connections.

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