• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.3A
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• pp.229-239
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• 2010

For the purpose of improvement of the load carrying capacity and constructibility of the conventional steel-concrete composite girder through a effective appliance of the construction materials and optimization of the girder section, a new type section of composite girder and RC shear connection were proposed. In this study shear strength of the RC shear connection is estimated, and the characteristics of shear load-slip behaviour is analyzed. Push-out tests on shear specimens and FEM analysis with various design parameters are carried out, and results are analyzed. The results of test and FEM analysis showed that shear strength of RC shear connection is underestimated by the design provisions of the current design code. By regression analysis a empirical equation for the estimation of shear strength of RC shear connection is proposed.

• Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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• 1996.11a
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• pp.165-174
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• 1996

• Proceedings of the Korean Ceranic Society Conference
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• 2000.10a
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• pp.29.2-29
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• 2000

• Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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• 1991.11a
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• pp.144-151
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• 1991

• Proceedings of the Korean Nuclear Society Conference
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• 2002.10a
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• pp.242.1-242
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• 2002

• 대한치과보철학회:학술대회논문집
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• 2005.11a
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• pp.72-72
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• 2005

• 대한치과보철학회:학술대회논문집
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• 2000.11a
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• pp.91-91
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• 2000

• Proceedings of the Korean Magnestics Society Conference
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• 2015.11a
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• pp.70-71
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• 2015

• Proceedings of the Korean Nuclear Society Conference
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• 1999.10a
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• pp.54.1-54
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• 1999

• Journal of Korean Society of Steel Construction
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• v.16 no.3 s.70
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• pp.377-385
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• 2004

An experimental and analytical study on the behavior of the wall-support joint in SC(steel plate-concrete) structure was performed. Nine full-scale specimens were tested with a horizontal monotonic load, all acting in the same plane, causing a uni-axial moment on the SC structure's wall-support beam joint. The main focus is to examine thenonlinear behavior and ultimate strength of the SC wall-support joint. The effects of parameters, such aslocation of support, thickness of the steel plate, and size of support, were studied. The yield strength and ultimate strength of the plate-concrete wall was defined by examining the load-deflection relationship, showing the tension membrane action.