DEVELOPMENT OF TIMBER FRAME STRUCTURES WITH THROUGH BEAM TYPE JOINT USING LARGE DIAMETER BOLTS(Structures)

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  • 大径ボルトを用いた木質梁勝ちラーメン構造の開発 : 実大骨組構造物の弾塑性挙動予測(構造)
  • 大径ボルトを用いた木質梁勝ちラーメン構造の開発--構法概要,接合部実験
  • ダイケイ ボルト オ モチイタ モクシツ ハリガチ ラーメン コウゾウ ノ カイハツ コウホウ ガイヨウ セツゴウブ ジッケン
  • 大径ボルトを用いた木質梁勝ちラーメン構造の開発--実大骨組構造物の弾塑性挙動予測
  • ダイケイ ボルト オ モチイタ モクシツハリガチ ラーメン コウゾウ ノ カイハツ ジツダイ ホネグミ コウゾウブツ ノ ダン ソセイ キョドウ ヨソク

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In this study, a static shear loading test of the real-size wall model and full-scale model was operated. In addition, pushover analysis using the joint model consisted of the spring elements based on simple test results was carried out, and test results were compared to numerical results. Major findings obtained from the tests and analysis are as follows; 1) According to the evaluation method of shear walls, a first floor pillar has performance of about 35kN/m, 2) The energy absorption performance of the first floor pillar depends on the transformation performance of a washer and an anchor bolt, 3) It is necessary to consider the placement of pillars to evaluate structural performance, 4) The perpendicular wall effect is not so clear, 5) By the joint model consisted of the spring elements, the elasto-plastic behavior of the frame is predictable, 6) The behavior of a real building is predictable by the elasto-plastiac analysis of a plane frame model.

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