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
壁高さと段数を変化させた二つ割たすき掛け筋かい耐力壁の面内せん断性能に関する実験的研究
玉澤 基良稲山 正弘青木 謙治落合 陽河原 大稲田 勲保
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ジャーナル フリー

2020 年 26 巻 63 号 p. 525-530

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抄録

Wood bracing shear walls are usually installed in not only residential houses but also medium or large-scale wooden buildings. It is no problem to provide bracings in residentials. But, in case of providing bracings in medium or large-scale wooden buildings, it will be difficult that the bracings exert its strength of shear walls which is prescribed in Japanese Building Code. The purpose of this study is to clarify the specification for exerting its strength in medium or large-scale wooden buildings throughout the racking test of full-size shear wall. And the purpose was achieved by this experiment.

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