1 |
Chae, H. S., Ryoo, J., Chung, K. S., Moon, Y. M., & Cho, S. M., "Experimental Study on Structural Performance of End-reinforced Steel-beam system(Eco-girder)", Journal of Korean Society of Steel Construction, Vol.22, No.6, pp.533-541, 2010
|
2 |
Heo, B. W., Bae, K. W., & Moon, T. S., "Flexural Capacity of the Encased(Slim Floor) Composite Beam with Deep Deck Plate", Journal of Korean Society of Steel Construction, Vol.16, No.2, pp.235-245, 2004
|
3 |
Kim, D. B., Kim, Y. H., Oh, M. H., & Kim, M. H., "Experimental Study on the Flexural Capacity of the Concrete-Filled Composite Beam with Exposed Top Flange", Journal of the Korean Society of Hazard Mitigation, Vol.17, No.4, pp.1-9, 2017
|
4 |
Kim, S. B., Hwangbo, C., Lee, T. K., Cho, H. S., & Kim, S. S., "The Shear Strength Evaluation of the New Shear Connector by Push-out Test", Journal of the Korean Society of Hazard Mitigation, Vol.14, No.1, pp.1-10, 2014
DOI
|
5 |
Kim, Y. J., Bae, J. H., Ahn, T. S., & Jang, D. W., "Push-out Test on Welded Angle Shear Connectors used in Composite Beams", Journal of Korean Society of Steel Construction, Vol.26, No.3, pp.155-167, 2014
DOI
|
6 |
Lee, M. H., Oh, M. H., Kim, Y. H., Jeong, S. C., & Kim, M. H., "Experimental Study on the Shear Capacity of Slim AU Composite Beam", Journal of Korean Association for Spatial Structures, Vol.17, No.3, pp.99-105, 2017
DOI
|
7 |
MOLIT, "Korea Building Code", Ministry of Land, Infrastructure and Transport, 2016.
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