種別 論文
主題 NUMERICAL INVESTIGATION OF EFFECT OF THROUGH CRACK ON SHEAR STRENGTH DEGRADATION OF RC COLUMN
副題
筆頭著者 付李(名古屋大学)
連名者1 中村光(名古屋大学)
連名者2 山本佳士(名古屋大学)
連名者3 三浦泰人(名古屋大学)
連名者4
連名者5
キーワード cyclic loading、RC column、shear strength degradation、through crack
38
2
先頭ページ 865
末尾ページ 870
年度 2016
要旨 When a RC member is subjected to cyclic loading, shear failure often occurs after flexural yielding because of shear strength degradation. The effect of through crack on shear strength degradation was numerically evaluated by assuming that through cracks, caused by residual deformation of tension rebar after yielding, probably lead to shear strength degradation. As a result, by generating through cracks at around the height of column effective depth, the knowledge that shear strength degraded remarkably with increase of crack width was acquired.
PDFファイル名 038-01-2146.pdf


検索結果へ戻る】 【検索画面へ戻る