日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
木質組立通し柱-連結梁架構の水平加力実験
−木質組立通し柱連結構造の開発[その2]−
梶川 久光今宮 康平小川 春彦
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ジャーナル フリー

2020 年 26 巻 64 号 p. 946-951

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抄録

The authors are developing a timber assembly continuous column connecting structure as a timber skeleton structure which aims to enable long-term maintenance for small-scale buildings. In a previous report, a lateral load test of the continuous column structure was conducted, providing empirical evidence of the standalone column’s structural performance. In this report, the authors empirically tested the structural performance of the column and beam framework by conducting a lateral load test of the timber assembly continuous column connecting beam framework and an incremental plasticity analysis using a wire-frame model of the column and beam components.

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