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http://dx.doi.org/10.5394/KINPR.2009.33.5.315

Characteristics for Progressive Collapse Behavior and Ultimate Strength of Very Large Marine Structure  

Park, Joo-Shin (Graduate school of Engineering, Osaka University)
Ko, Jae-Yong (Ocean System Engineering, Mokpo National Maritime University)
Lee, Kyoung-Woo (Ocean System Engineering, Mokpo National Maritime University)
Publication Information
Journal of Navigation and Port Research / v.33, no.5, 2009 , pp. 315-321 More about this Journal
Abstract
The Very Large Marine Structure has been widely used new method of ocean space instead of method for reclamation Therefore, VLFS is proposed to coincide on such request. It can be established regardless of nature of soil and height of water, and stream of flow exists under the floating structure, there is seldom effect in natural environment. Fuertherrnore, it can do easily to do assembly and taking to pieces due to expansion or removal. Based on the regulation by class, VLFS have to possess more than enough structural strength against severe wave loading induced by green sea condition Therefore, There are performed structural simulation as well as experimental test about expected loading scenario in order to examine the safety of structure. Up to now, various examinations based on the strength limit value of the main structural material have been done based on the elasticity response analysis. However, there is little finding about the collapse behavior and the safety when the load that exceeds the collapse of the material acts. In the present study, we investigated the collapse behavior based on the ultimate limit state calculated by FE-analysis.
Keywords
Very large marine structure; Structural strength; Collapse; Elastic response; Floating structure; Structural analysis;
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Times Cited By KSCI : 1  (Citation Analysis)
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1 Myint Lwin, M.(1994), "Floating Bridges in theUnited States," Proceedings of international workshopon floating structures in coastal zone, pp. 56-73
2 Paik, J. K, Kim, B. J. and Sea, J. K (2008), "Methodsfor ultimate limit state assessment of ships andship-shaped offshore structures: Part II Stiffenedpanels," Ocean Engineering, Vo1.35, pp.271-280
3 Paik, J. K, Anil Kumar Thayamballi(2003), "Ultimatelimit state design of steel-plated structures," John Wiley& Sons, Chichester, UK
4 Watanabe, (1994), "Large Offshore Facilities mJapan-Present and Future," Proceedings of internationalworkshop on floating structures in coastal zone, pp.3-16.
5 Hideyuki Suzuki, (2005), "Overview of Megafloat:Concept, design criteria, analysis and design," MarineStructures, 18, pp.111-132   DOI   ScienceOn
6 Paik, J. K, Anil Kumar Thayamballi and Lee, J. M.(2004), "Effect of initial deflection shape on the ultimatestrength behavior of welded steel plates under biaxialcompression," Journal of Ship Research, Vo1.48, No.1,pp.45-60.
7 Paik, J. K, Kim, B. J. and Sea, J. K (2008), "Methodsfor ultimate limit state assessment of ships andship-shaped offshore structures: Part I Unstiffenedplates," Ocean Engineering, Vo1.35, pp.261-270
8 Smith, C. S. (1977), "Influence of local compressivefailure on ultimate longitudinal strength of a ship" shull," In proceedings of International Symposium onPractical Design in Shipbuilding, Tokyo, Japan, pp. 73 -79
9 Park, J. S., Ko, J. Y. and Lee, K H. (2007),"Development of Designed Formulae for PredictingUltimate Strength of the Perforated Stiffened Plate,"Journal of Korean Navigation and Port Research, pp.1-S.   DOI   ScienceOn
10 J. K Paik, Kim, B. J. and Seo, J. K (2008), "Methodsfor ultimate limit state assessment of ships andship-shaped offshore structures: Part III Hull girders,"Ocean Engineering, VoL35, pp.281-286
11 ANSYS Inc, (2000), "ANSYS theory manual-Nonlinearbuckling problem," Chapter 3, Part-4, pp. 120-132