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• T형 합성보의 구조거동에 대한 실험적 연구

– 저자 : 이지운, 김성배, 김상모, 이창남, 김상섭

Composite action can be achieved by providing shear connectors between steel top flange and concrete topping Composite sections have larger stiffness than the summation of the individual stiffness of slab and beam, therefore, can
carry larger load or similar loads with appreciably smaller deflection and are less prone to transient vibration. T-type Steel Composite beam(TSC-beam) is developed and tested. The test results of TSC beam are compared with the
theoretical results based on composite actions.