著者
今井 和正 是永 健好 瀧口 克己
出版者
日本建築学会
雑誌
日本建築学会構造系論文集 (ISSN:13404202)
巻号頁・発行日
vol.67, no.562, pp.99-106, 2002
被引用文献数
6 4

When reinforced concrete members are subjected to bending moment, rotational deformation occurs in their ends. That deformation is generally considered to result from a slip of longitudinal bars, and some methods to estimate the rotational angle have been proposed. On the other hand, although a phenomenon that the members subside into the beam-column joints is observed, it has not been investigated. In this paper, it is insisted that the deformation results from a reciprocal action of the subsidence and the slip. A model to estimate the rotational angle considering the subsidence is proposed, and it gives good agreement with test results.

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こんな論文どうですか? めり込みを考慮したRC部材端部の回転変形解析法(今井 和正ほか),2002 http://t.co/bQHxA2Lo7P
こんな論文どうですか? めり込みを考慮したRC部材端部の回転変形解析法(今井 和正ほか),2002 http://t.co/iG9DZxh2
こんな論文どうですか? めり込みを考慮したRC部材端部の回転変形解析法(今井 和正ほか),2002 http://t.co/iG9DZxh2

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