DEVELOPMENT OF HIGH LOAD CARRYING CAPACITY SHEAR WALL WITH THICK PLYWOOD SHEATHING

  • AOKI Kenji
    Dept. of Wood Engineering, Forestry and Forest Products Research Institute
  • SUGIMOTO Ken-ichi
    Dept. of Wood Engineering, Forestry and Forest Products Research Institute
  • KAMIYA Fumio
    Seihoku Co., Ltd., Forestry and Forest Products Research Institute

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Other Title
  • 厚物構造用合板を用いた高強度耐力壁の開発
  • アツモノ コウゾウヨウ ゴウハン オ モチイタ コウキョウド タイリョクヘキ ノ カイハツ

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Abstract

Recently, the numerical value and the technical information of the design are insufficient though an increase of a large timber construction is expected. In this research, a high load carrying capacity shear wall with thick plywood sheathings for the large timber construction was developed, and its static bearing force was confirmed experimentally. And the bearing force of the shear wall was calculated by using past numerical analysis methods. As a result, the development of the wall having the target bearing force succeeded, and the numerical analysis method could be applied to the high load carrying capacity shear wall.

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