2024-03-28T13:14:41Z
https://niigata-u.repo.nii.ac.jp/oai
oai:niigata-u.repo.nii.ac.jp:00004023
2022-12-15T03:37:01Z
423:424:425
453:454
Study on evaluating method of axial load capacity of shear failing R/C columns considering reinforcing details
配筋詳細に着目したRC造せん断破壊柱の軸力保持性能の評価法に関する考察
配筋詳細に着目したRC造せん断破壊柱の軸力保持性能の評価法に関する考察
加藤, 大介
46890
李, 柱振
46891
中村, 友紀子
46892
本多, 良政
46893
鉄筋コンクリート柱
せん断破壊
軸力保持能力
配筋詳細
モールクーロン破壊基準
Objectives of this study were to propose evaluating method of axial load carrying capacities of R/C columns after shear failure using experimental data reported in the previous paper. For this purpose two criteria were examined, i.e. Mohr-Coulomb criterion and slip criterion between shear crack surfaces considering friction. Effects of confinement given by various hoop reinforcing details were specially paid attention. Two assumptions were used, i.e. i)the cohesive stress was degraded due to damage of core concrete and ii)confining stress by hoop reinforcement was degraded due to damage of reinforcement depending on the details. Finally evaluating equations of maximum deflection angles of shear failing columns experienced before losing their axial load carrying capacities were propose according to two assumptions mentioned above.
journal article
日本建築学会
2007-06
application/pdf
日本建築学会構造系論文集
616
173
178
日本建築学会構造系論文集
AN10438559
13404202
https://niigata-u.repo.nii.ac.jp/record/4023/files/110006279650.pdf
jpn
http://ci.nii.ac.jp/naid/110006279650
社団法人日本建築学会
本文データは学協会の許諾に基づきCiNiiから複製したものである