• The KIPS Transactions:PartD
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• v.15D no.4
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• pp.549-556
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• 2008

Web-based Enterprise Intranet System is developed Object-oriented programming language and data management is constructed using RDBMS. Between Object-oriented programming language and RDBMS bring about "Object-Relational Impedance Mismatch" due to heterogeneous paradigm. To solve this kinds of problems commonly use the ORM Framework that it is converting data between incompatible type systems in databases and object-oriented programming languages, uses complex mapping metadata. It causes difficult to develop and maintain because of inflexible in changes. This paper proposed persistence framework that solve the existing complexity of ORM framework and has more flexible in evolution of database table. This persistence framework is unnecessary meta information that connecting with entity of database table and the objects, it offers users convenience of maintenance and it allows far more flexible and affordable systems to be built because of automatically code generation. The result of testing based on the proposed persistence framework with Hibernate, iBATIS, It is similar response time with iBATIS and it has more about three times faster than Hibernate. But iBATIS has problems of mass data processing.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2011.06a
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• pp.227-228
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• 2011

이 연구는 기름 유출 사고 시 해상에서 실시되는 방제활동을 보다 신속하고 효과적으로 실시하기 위해 사고초기부터 오일붐의 필요량을 신속하고 간단하게 제시해주는 프로그램의 개발에 대하여 알아보려고 한다. 유출유의 기계적회수를 위해 유회수기, 임시저장탱크의 필요수량은 제시되었으나, 오일붐은 제시되지 못하고 있다. 본 연구에서는 해양선진국 및 국제해사기구(IMO)에서 제시한 오일붐의 필요수량에 대한 방법들을 활용해 프로그램에서 유출규모, 유막특징의 입력을 통해 오일붐의 최소 및 권고량이 제시되도록 NI(National Instuments)사(社)의 LabVIEW 2010버전으로 프로그래밍 되었다. 기름유출 시 OBM Program을 이용해 누구나 쉽게 오일붐 필요량을 파악할 수 있고, 신속하게 오일붐의 필요량이 파악되어 방제활동 대응시간을 단축시켜주며, 단축된 대응시간만큼 피해규모의 축소를 기대할 수 있다.

• Magazine of the Korea Concrete Institute
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• v.9 no.2
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• pp.153-161
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• 1997

In the concrete st~uctures exposed to the environmental condition, the water movement is occurred by thc moisture difilsion, and the rnoisturrt distribution in concwt.c is nonunifhrm. Such a non-unif'orm moisture distribution causes tht. diflbrent.ia1 drying shrinkage in concrete structures. From this typc. of' dif'fercntial drying shrinkagr' tensiit-1 stress is occurred in exposure surface of concrete structures. and may result in crack formation. This residual stress is significantly affected by the creep of concrete, and the differential creep is also occurred at the cross section of concrete structures due to moisture difference at each locations. In this study, based on the moisture diffusion theory, a finite element program which is capable of simulating the moisture distribution in concrete was developed. And the analysis method for the differential drying shrinkage was suggested, in which the differential creep was considered. The differential drying shrinkage strain was also measured at various positions of concrete. Finally the validity of analysis method was proved by comparing test results with analytical results.