2026-03-13T17:39:39Z https://fukuyama-u.repo.nii.ac.jp/oai

oai:fukuyama-u.repo.nii.ac.jp:00008104 2023-06-19T10:29:47Z 502:505:675:710

鉄筋コンクリート柱の終局強度に影響を与える寸法効果に関する一実験 Some Tests on Scale Effect on Ultimate Strength of RC Columns 寺井, 雅和 43432 南, 宏一 43433 鉄筋コンクリート造柱 寸法効果 せん断耐力 Reinforce Concrete Columns Scale Effect Shear Force P(論文) As appeared in fracture phenomena of compression, bending and shear failure, the size effect is probably the most important manifestation in view of the structural safety. This paper presents the experimental work on elasto-plastic behavior of the full scale RC column, which has the cross-section size of 600*600mm subjected to cyclic horizontal load and varying axial load. Moreover, it compares these experimental results with the experimental ones of the scaled model, which have the cross-section size 300*300mm, and the size effect on the ultimate strength of RC column is studied. departmental bulletin paper 2002-12 application/pdf 福山大学工学部紀要 26 59 66 AN00217655 https://fukuyama-u.repo.nii.ac.jp/record/8104/files/KJ00005781489.pdf https://fukuyama-u.repo.nii.ac.jp/records/8104 jpn