孔あき鋼板ジベルによる柱RC・梁Sとする柱梁接合部の支圧破壊性状の改善

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タイトル別名
  • IMPROVEMENT OF BEARING FAILURE BEHAVIOR OF S BEAM – RC COLUMN JOINT USING PERFOBOND PLATE CONNECTOR
  • アナアキ コウハン ジベル ニ ヨル ハシラ RC ハリS ト スル チュウリョウ セツゴウブ ノ シアツ ハカイ セイジョウ ノ カイゼン

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To improve the bearing behavior of S beam – RC column joints, three joint details using perfobond plate connectors were proposed. In the horizontal and vertical types, perfobond plates were attached on the top and bottom flanges of the embedded steel beam. In combined type, both perfobond plates were attached. To clarity the effectiveness of the proposed joint details, five specimens were tested under reversed cyclic loading. From the test results, it was shown that ultimate strength was increased and hysteresis characteristics were improved by perfobond plate connectors.<br> Based on the test results, design formulae of joints with perfobond plate connectors were proposed. It was shown that the predictions were in good agreement with the test results.

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