DESIGN ULTIMATE STRENGTH OF R/C INTERIOR BEAM-COLUMN JOINTS WITH FLOOR LEVEL DIFFERENCE USING MECHANICAL ANCHORAGES

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  • 機械式定着による鉛直段差梁付きRC十字形接合部の設計終局耐力
  • キカイシキ テイチャク ニ ヨル エンチョク ダンサリョウツキ RCジュウ ジケイ セツゴウブ ノ セッケイ シュウキョク タイリョク

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Abstract

Recently, ultimate strength of r/c interior beam-column joints with floor level difference using mechanical anchorages has been researched. However, design method of such joints is not necessarily clear. This paper shows its design criteria and mechanism based on past tests result. Consequently, estimation method of design ultimate strength of such joints is clarified.

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