Numerical Analysis of Stress Distribution of the Actual Size Wood Bearing Wall in Relation to the Framing Type

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概要

• 論文の詳細を見る

• この論文は国立情報学研究所の学術雑誌公開支援事業により電子化されました。The stress distribution of the actual size panel (90 cm×240 cm) tested by two types of loading is analyzed numerically in relation to the framing type. The stress distributions of the sixteen types of panels with horizontal and/or vertical stiffeners are not affected by the different in number and the combination of the stiffeners, while the deformations of these panels are 1.3 times larger in horizontal loading without tie rod (test type B) than in horizontal loading with tie rods (test type A) regardless of the stiffener's types, and the efficiency of the vertical stiffeners on the deformation of the panels is twice as much as that of the horizontal stiffeners. As for the panels with braces the stress distributions are affected a little by the difference in number and the direction of the braces, and the deformation of the panel in test A is much smaller when the compression brace is used.

• 京都大学の論文
• 1978-09-30

著者

• Takino Shinjiro

  Division Of Composite Wood Wood Research Institute Kyoto University

関連論文

• Numerical Analysis of Stress Distribution of the Actual Size Wood Bearing Wall in Relation to the Framing Type
• Numerical Analysis of Stress Distribution in the Prototype Test of the Wood Framed Bearing Wall

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