참고문헌
- Na, S. W. and Song, M. G.(2009), "Application of Hydroelastic Analysis Software on Very Large Floating Structures", Computational Structural Engineering Institute of Korea, Vol. 22, No. 5, pp. 78-85.
- Yang, I. H. and Kim, K. C.(2012), "Strength of Joint in Floating Structures Constructed with Precast Concrete Modules", Journal of Navigation and Port Research, Vol. 36, No. 3, pp. 197-204. https://doi.org/10.5394/KINPR.2012.36.3.197
- Lee, C. H. et al.(2011), "An Experimental Study on the Joints in Ultra High Performance Precast Concrete Segmental Bridges", Journal of Korea Concrete Institute, Vol. 23, No. 2, pp. 235-244. https://doi.org/10.4334/JKCI.2011.23.2.235
- Han, M. Y. et al.(2006), "An Experimental Study for Shear Loading Capacity of Segmental Members Depending on Various Types of Shear Connector", 2006 Journal of The Korean Society of Civil Engineers, pp. 1312-1315.
- Hong, S. Y. et al.(2001) "State-of-the Art of Very Large Floating Structures", Journal of The Society of Naval Architects of Korea, Vol. 38, No. 4, pp. 29-38.
- AASHTO (1999), "Guide Specifications for the Design and Construction of Segmental Concrete Bridges," Second Edition, pp. 3-118.
- Annamalai, G., and Robert C. Brown, Jr.(1990) "Shear-Transfer Behavior of Post-Tensioned Grouted Shear-key Connections in Precast Concrete-Framed Structures", ACI Structural Journal, Vol. 87, No. 1, pp. 53-59.
- Buyukorzturk, O., Bakhoum, M., and Beattie, S. M., (1990), "Shear Behavior of Joints in Precast Concrete Segmental Bridges", Journal of Structural Engineering, ASCE, Vol. 116, No. 12, pp. 3380-3401. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:12(3380)
- Kaneko, Y., Connor, J. J., Triantafillou, T. C. and Leung, C. K.(1993a), "Fracture Mechanics Approach for Failure of Concrete Shear Key. I: Theory", Journal of Engineering Mechanics, Vol. 119, pp. 681-700. https://doi.org/10.1061/(ASCE)0733-9399(1993)119:4(681)
- Kaneko, Y., Connor, J. J., Triantafillou, T. C. and Leung, C. K.(1993b), "Fracture Mechanics Approach for Failure of Concrete Shear Key. II: Verification", Journal of Engineering Mechanics Vol. 119, pp. 701-719. https://doi.org/10.1061/(ASCE)0733-9399(1993)119:4(701)
- Koseki, K. and Breen, J. E. (1983), Exploratory Study of Shear Strength of Joints for Precast Segmental Bridges", FHWA/TX-84.
- Lanier MW, Wernul M, Easley R and Springston PS (2005), "New Technologies Proven in Precast Concrete Modular Floating Pier for U.S. Navy", PCI Journal, Jul.-Aug., pp. 76-99.
- Rognas, G., Xu, J., Lindseth, S. and Rosendahl, F. (2001), "Mobile Offshore Base Concepts. Concrete Hull and Steel Topsides", Marine Structures, Vol. 14, pp. 5-23. https://doi.org/10.1016/S0951-8339(00)00019-8
- Starr, P. and Wainwright, D. A. (1996), "Design and Construction of a Concrete Floating Berth", Engineering Structures, Vol. 18, No. 11, pp. 837-841. https://doi.org/10.1016/0141-0296(95)00162-X
- Tsinker, G.P. (1986), Floating Ports: Design and Construction Practices.
- Turmo, J., Ramos, G. and Aparicio, A. C.(2006), "Shear Strength of Dry Joints of Concrete Panels with and without Steel Fibers Application to Precast Segmental Bridges", Engineering Structures, Vol. 28, pp. 23-33. https://doi.org/10.1016/j.engstruct.2005.07.001
- Zaleski-Zamenhof, L.C., Gerwick, B.C., Hellesland, J. Matsuishi, M. and Zhang, X. (1990), "Concrete Marine Structures: A State-of-the-Art Review, Marine Structures, Vol. 3, pp. 199-235. https://doi.org/10.1016/0951-8339(90)90026-N
피인용 문헌
- Stable Failure-Inducing Micro-Silica Aqua Epoxy Bonding Material for Floating Concrete Module Connection vol.7, pp.12, 2015, https://doi.org/10.3390/polym7111520