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九州産業大学学術リポジトリ >
1 紀要論文 ／ Departmental Bulletin Paper >
工学部（Faculty of Engineering） >
九州産業大学工学部研究報告（Bulletin of the Faculty of Engineering Kyushu Sangyo University） >
第44号 >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/11178/4756
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| Title: | 鉄筋コンクリート柱部材のせん断耐力に関する基礎的研究(都市基盤デザイン工学科) |
| Other Titles: | Fundamental Study on Shear Capacity in RC Columns(DEPARTMENT OF CIVIL AND URBAN DESIGN ENGINEERING) |
| Authors: | 宮川, 邦彦
佐藤, 武夫
Miyakawa, Kunihiko
Sato, Takeo
ミヤカワ, クニヒコ
サトウ, タケオ
九州産業大学工学部都市基盤デザイン工学科 / 九州産業大学工学部都市基盤デザイン工学科 |
| Keywords: | reinforced concrete column
shear capacity
axial reinforcement
buckling |
| Issue Date: | Dec-2007 |
| Publisher: | 九州産業大学工学部 |
| Abstract: | Behaviors of RC columns and mechanisms of failure subjected to shear forces are influenced by experimental factors such as cross section of members, shear reinforcing steel, compressive strength of concrete and others. The purpose of this paper is to propose the shear capacity of RC columns without shear reinforcing steels. As the results of two-face shear experiment, the followings were obtained. The shear capacities of RC columns are obtained mainly by amount and diameter of axial reinforcement, distance of shear reinforcing steels. |
| URI: | http://hdl.handle.net/11178/4756 |
| Appears in Collections: | 第44号
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