2026-03-11T13:09:18Z https://fukuyama-u.repo.nii.ac.jp/oai

oai:fukuyama-u.repo.nii.ac.jp:00008217 2023-06-19T10:27:47Z 502:505:675:713

高強度低降伏比の鋼材を用いたSRC柱の弾塑性挙動 Experimental Study on Elastic-Plastic Behavior of SRC Columns with High Strength Steel 穐田, 智佳 44156 藤澤, 一善 44157 藤沢, 清二 44158 難波, 隆行 44159 堺, 純一 44160 南, 宏一 44161 SRC 終局せん断耐力 高強度コンクリート 高強度低降伏比鋼材 弾塑性挙動 寸法効果 Steel Reinforced Concrete Structures Ultimate Shear Strength High Strength Concrete High Strength Steel Elastic-plasitic Behavior Scale Effect P(論文) The demand to use high strength and high performance material because of large span and high rise of building in recent years. As to use of high-strength steel in composite steel and reinforced concrete structures, it remains to be clarified whether the ductile behavior can be ensured, especially when the high-strength steel is used in combination with high-strength concrete. This paper describes the arch mechanism and the truss mechanism by using the technique of the plastic analysis as a shearing resistance mechanism of the SRC column. In addition, The result of the experiment which uses full scale specimen is described, and the size effect is considered, and the size effect influenced it. Ultimate shear strength of SRC column was well predicted by using the technique of the plastic analysis. departmental bulletin paper 2005-12 application/pdf 福山大学工学部紀要 29 93 100 AN00217655 https://fukuyama-u.repo.nii.ac.jp/record/8217/files/KJ00005781632.pdf https://fukuyama-u.repo.nii.ac.jp/records/8217 jpn