面外方向載荷条件が鉄筋コンクリート造耐震壁のせん断性状に及ぼす影響

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タイトル別名
  • EFFECT OF OUT-OF-PLANE LOADING CONDITIONS ON SHEAR BEHAVIOR OF RC SHEAR WALLS

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<p>Bi-directional loading tests on reinforced concrete walls were conducted with out-of-plane deformation and height of contraflexure point as parameters. The experimental results were discussed with FE analysis. The reduction of the in-plane load capacity due to out-of-plane loading was smaller when the wall was bent in single curvature compared to when in double curvature in the out-of-plane direction. An evaluation method of the in-plane shear capacity considering tri-directional loading proposed by the authors can capture the experimental results of the nine wall specimens with a margin of error ranging from -3 to +9%.</p>

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