Method of calculating load capacity of L-shaped RC joint parts focusing bending moment
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- Murata Hiroshi
- 大成建設(株) 技術センター
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- Watanabe Takahiko
- 大成建設(株) 技術センター
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- Watanabe Ken
- (公財)鉄道総合技術研究所 構造物技術研究部
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- Nakata Yuki
- (公財)鉄道総合技術研究所 構造物技術研究部
Bibliographic Information
- Other Title
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- 曲げモーメントに着目したL形RC部材接合部の耐力算定方法
Abstract
<p>The civil engineering field has not yet developed a load capacity equation for the failure of member joints, and the design of member joints is not based on performance verification. On the other hand, in the field of architecture, a formula for calculating the bearing capacity of member joints has been proposed. Therefore, in this study, we focused on L-shaped joint parts and made some modifications to the existing macro model. The results of the calculations were compared with those of previous experiments to evaluate the modified macro model. As a result, it was confirmed that the calculated values were within ±20% of the experimental values for the L-shaped specimens, which were judged to be of the joint failure type and the joint failure type after bending yielding.</p>
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 69A (0), 839-847, 2023
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390577199128988416
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- ISSN
- 1881820X
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- Text Lang
- ja
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- Data Source
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- JaLC
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- Abstract License Flag
- Disallowed