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- W2248521749 abstract "This study estimates the structural behavior of interior flat plate-column connections. A total of two specimens with or without shear reinforcement were cast and tested. All specimens under unbalanced moment were designed to reach flexural yielding before failure. The test results indicated that the specimen without shear reinforcement failed in brittle punching shear after flexural yielding, whereas the specimen with shear reinforcing bars showed ductile flexural failure." @default.
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- W2248521749 date "2013-05-01" @default.
- W2248521749 modified "2023-09-24" @default.
- W2248521749 title "무량판 슬래브-기둥 접합부의 구조성능 평가" @default.
- W2248521749 hasPublicationYear "2013" @default.
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