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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)
1 
(2016), The State of Arts on the Evaluation of the Buckling Strength of Sea Trust-Holdan, Bulletin of The Society of Naval Architects of Korea, Society of Naval Architects of Korea, 45(4), 18-22.
2 
ABAQUS (2005), Version 6.5 User’s Manual
3 
(1991), Stability of Structures: Elastic, Inelastic, Fracture, and Damage Theories
4 
(2010), Buckling Strength of Plated Structures, DetNorskeVeritas
5 
(2013), Buckling Strength of Shells, DetNorskeVeritas
6 
(2013), Determination of Structural Capacity by Nonlinear FE Analysis Methods, DetNorskeVeritas
7 
(2006), Eurocode 3: Design of Steel Structures – Part 1-5: General Rules – Plated Structural Elements, European Committee for Standardization
8 
(1997), Nonlinear Coupled Response of Offshore Tension Leg Platforms to Regular Wave Forces, Ocean Eng, 24(7), 577-592.
9 
(2009), Comparison of Buckling Check Formulas and Optimal Design, Journal of Ocean Engineering and Technology, Korean Society of Ocean Engineers, 23(5), 71-78.
10 
(2015), Buckling Strength Evaluation of Non-linear Behavior of TLP, KSCE 2015 Convention 2015 Civil Expo & Conference, 45-46.
11 
(2011), Development of a Stability Evaluation System based on Marine Structural Design Codes, Conference Proceeding of the Society of Naval Architects of, 1048-1055.
12 
(2009), Large Deformation Inelastic Analysis of API-X80 Steel Linepipes, Journal of the Computational Structural Engineering Institute of Korea, Computational Structural Engineering Institute of Korea, 22(4), 363-370.
13 
(2002), Estimation of Buckling and Ultimate Strength of a Rectangular Plate with Cutout, The Twelfth International Offshore and Polar Engineering Conference
14 
(2008), Methods for Ultimate Limit State Assessment of Ships and Ship-Shaped Offshore Structures: Part II Stiffened Panels, Ocean Engineering, Elsevier, 35(2), 271-280.
15 
(2012), Tension Field Action for Cold-formed Sections in Shear, J. Construct. Steel Res, 72, 168-178.