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Experimental Study on the Behavior of Hybrid Beam-Column Joints Consisted of Reinforced Concrete Column and Steel Beam
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 Title & Authors
Experimental Study on the Behavior of Hybrid Beam-Column Joints Consisted of Reinforced Concrete Column and Steel Beam
Choi, Keun-Do; You, Young-Chan; Lee, Li-Hyung;
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This paper presents the test results of RCS(Reinforced Concrete Steel) beam-column joint with various types of transverse reinforcements such as small-column-type transverse reinforcements, four-piece ㄱ-shape assembled hoops and four-piece ㄱ-shape welded hoops. Five interior beam-column joint specimens were tested to examine the seismic performance and the shear strengths. From the test results, it was found that all the specimens sustained their strength at large levels of story drift(=0.035) without significant loss of strength and stiffness. Therefore it was concluded that the seismic performance and shear strength of the proposed RCS joint are at least the same as those of the specimen with conventional reinforcing details. Also, the contribution of the outer panel to the shear strength of the joint should be evaluated by the compression strut mechanism rather than compression field mechanism.
seismic performance;RCS(Reinforced Concrete Steel);moment resisting frame;small-column type transverse reinforcement;compression strut mechanism;
 Cited by
철근콘크리트 기둥과 강재보로 이루어진 복합구조 해석 모델,이은진;문정호;

대한건축학회연합논문집, 2009. vol.11. 1, pp.151-158
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