書誌事項
- タイトル別名
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- ULTIMATE SHEAR CAPACITY EVALUATION OF R/C COLUMN WITH CONFINED WING WALL ON EITHER ONE SIDE
抄録
<p>Two half-scale R/C column specimens were constructed and tested under varying axial loads to investigate the shear behavior and the ultimate shear strength. One specimen (C specimen) was modeled the soft-first story column of the condominium which was heavily damaged in the 2016 Kumamoto Earthquake. Another specimen (CW specimen) had a thick wing wall with sufficient confinement on either one side. Both specimens failed in shear, and the maximum capacity of CW specimen was approximately 1.9 times that of C specimen. Three-dimensional FE analysis was conducted and captured the experimental maximum capacity of both specimens in good accuracy. Based on the results of a parametric study using FE analysis, some modifications were added to the existing numerical evaluation and improved its prediction accuracy.</p>
収録刊行物
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- 構造工学論文集B
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構造工学論文集B 68B (0), 97-105, 2022
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390291767899918208
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- ISSN
- 24366285
- 09108033
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- Crossref
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- 抄録ライセンスフラグ
- 使用可