2層軸組構法合板耐力壁構造の静的倒壊限界に関する実験的研究

概要

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In this paper, the static collapse limit and the stress properties of each member on the two-story timber shear wall structure subjected to one way static loading were discussed. Static loading tests were carried out using specimen made from traditional timber construction. The dimension of the specimen was 4m x 6m in plan and two-story in height. Through this experimental testing, the following results were obtained. l) The static collapse limit considering P-Δ effect was about story drift angle 1/3rad. 2) The static collapse process of two-story specimen was clarified. 3) The influence of the additional shear force Q_4 produced by P-Δ effect becomes large in the large displacement region exceeding story drift angle 1/10rad. 4) The stress properties of each member were obtained.
一般社団法人日本建築学会の論文
2004-03-20