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NTIS 바로가기大韓建築學會論文集 = Journal of the Architectural Institute of Korea, v.12 no.5, 1996년, pp.189 - 196
이원호 , 이재연 , 이리형
The behavior and strength of stud shear connectors in steel and concrete composite beams have been derived through the push-out test, because their behaviors are affected by various and complex parameters. If an analysis model, which can accurately and simply simulate behavior and strength of shear connectors, is developed, their behaviors are able to be predicted without experimental efforts. In this study, applicability of nonlinear analysis program, ADINA, on the behaviors of shear connector is investigated, and consequently an analysis model is proposed.
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