CLTシェルを想定したLSBによる面外曲げ抵抗接合部の特性と構造設計への適用

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タイトル別名
  • OUT-OF-PLANE BENDING PROPERTIES OF LSB JOINTS FOR CLT SHELLS AND APPLICATION TO STRUCTURAL DESIGN

抄録

<p>This is a structural design proposal of cylindrical shells with interconnected CLTs. To construct the shells with discrete panels, the joints must have axial, in-plane/out-of-plane shear and out-of-plane bending stiffness. For ease of construction, easy-to-handle connectors should be used for joints. In a previous report, the authors proposed an out-of-plane bending joint by using LSBs. In this paper, loading tests of the joints are conducted to confirm the out-of-plane bending properties. In addition, a case study in which CLT shells composed of joints considering stiffness in each direction, including the joints, is adopted to an actual building is presented.</p>

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