Acknowledgement
이 성과는 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구임. (No.RS-2023-00243432).
References
- Son, H.J., Kim, Y.H., Chung, K.S. and Kim, D.J. "Structural Performance of Double Rib Decks Reinforced with Inverted Triangular Truss Girders", Journal of the Computational Structural Engineering Institute of Korea, Vol.30, No.6, pp.559-566, 2017, DOI:https://doi.org/10.7734/COSEIK.2017.30.6.559
- Sho, K.H. and Park, H.C. "A Study on the Application of Steel Wire Truss Deck with Continuous Lattices to the Longitudinal Direction", Journal of the Architectural Institute of Korea, Vol.25, No.7, pp.165-172, 2009.
- Oh, M.H., Kim, Y.H., and Kim, M.H. "Experimental Study on the Flexural Capacity of the U-Flanged Truss Hybrid Beam", Journal of Korean Association for Spatial Structures, Vol. 18, No. 4, pp.123-130, 2018, DOI:https://doi.org/10.9712/KASS.2018.18.4.123
- Heo, B.W., Bae, K.W., and 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
- Choi, I.R., Lee, G.R., Jeon, S.H., and Kyung, J.H. "Deflection Performance Evaluation of New Deep Deck with 300mm Depth During Construction Loads", Journal of Korean Society of Steel Construction, Vol. 33, No. 5, pp.305-313, 2021, DOI:10.7781/kjoss.2021.33.5.305