• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.17 no.2
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• pp.117-128
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• 1999

A Simple tree-structured line simplification method, which exactly follows the Douglas-Peucker algorithm, has a strength for its simplification index to be involved into the hierarchical data structures. However, the hierarchy of simplification index, which is the core in a simple tree method, may not be always guaranteed. It is validated that the local property of line features in such global approaches as Douglas-Peucker algorithm is apt to be neglected and the construction of hierarchy with no thought of locality may entangle the hierarchy. This study designed a new approach, CALS(Convex hull Applied Line Simplification), a) to search critical points of line feature with convex hull search technique, b) to construct the hierarchical data structure based on these critical points, c) to simplify the line feature using multiple trees. CALS improved the spatial accuracy as compared with a simple tree method. Especially CALS was excellent in case of line features having the great extent of sinuosity.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.29 no.3
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• pp.229-235
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• 2016

In this paper, a methodology, which is able to predict the thermal stresses accurately yet efficiently, is presented for beam structures via Saint-Venant's principle. In general, higher-order beam theories have been known to be effective for the prediction of thermal stresses. In contrast to this, we propose the method to predict the thermal stresses of beam structures by post-processing the classical beam theory via Saint-Venant's principle. The approach includes an out-of-plane warping displacement to account for the through-the-thickness thermal deformation. With this, one can accurately recover the thermal stresses as compared to the elasticity solutions. In fact, they are identical for the beams made of isotropic materials. The effect of out-of-plane warping is also investigated, it turns out that the effect is negligible in mechanical stress analysis but not in thermal stress analysis.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.4
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• pp.179-186
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• 2008

Probing inside of concrete structures is one of the important steps in assessing condition of the structure. For the assessment, electromagnetic induction method and electromagnetic wave method are currently applied to the measurement of cover depth, and the detection of reinforcement embedded in concrete. To determine detection capability of locating reinforcement embedded in concrete, commercially available nondestructive testing (NDT) equipments have been tested. The equipments include electromagnetic wave system and electromagnetic induction system. In the tests, nine concrete specimens which have the dimensions of 1,000mm(length))${\times}$300mm(width) with thickness varying from 125mm to 150mm are used. The reinforcement are located at 45, 60, 100mm depth from the concrete surface. Horizontal reinforcement spacing has been set over 100mm. From the outcome, it is shown that error is increased as the diameter of reinforcement enlarge in case of using electromagnetic induction method. In case of using electromagnetic wave method, the detection of reinforcement embedded in deep is good in the view of reliability because of using the relative permittivity on the real cover depth.

• Journal of the Korean Electrochemical Society
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• v.14 no.1
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• pp.33-37
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• 2011

$Li_4Ti_5O_{12}$ has been considered a potential material for high power lithium batteries. Since $Li_4Ti_5O_{12}$ is however an insulator having a broad band gap, various methods have been employed to improve the conductivity. In this study, we have investigated the change of fine structure and electronic structure by Cr doping using X-ray absorption spectroscopy and First Principle Calculation. Doping with Cr, we could obtain an enhanced electronic conductivity by locating the Fermi level at the center position of Cr d-band and identify the change of XANES pre-edge and white line peak due to the increase of electron density of Ti d-band.

• Journal of the Korean Electrochemical Society
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• v.22 no.2
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• pp.53-59
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• 2019

To examine the solution structure of electrolytes, it is very important to understand ion-ion and ion-solvent interactions. In this review, we introduce the basic principle of dielectric relaxation spectroscopy (DRS) and studies of electrolyte structure. DRS is a type of impedance method, which measures the dielectric properties of electrolytes over a high frequency domain at levels of tens of GHz. Therefore, DRS provides information on the different polar chemical species present in the electrolyte, including the type and concentration of free solvents and ion pairs with dipole moments. The information of DRS is complementary to the information of conventional analytical techniques (Infrared/Raman spectroscopy, nuclear magnetic resonance (NMR), etc.) and thus enables a broad understanding of electrolyte structure.

• Computational Structural Engineering
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• v.6 no.3
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• pp.5-11
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• 1993

본문에서는 서해대교 사장교 설계의 경험을 기초로 사장교의 거동원리와 구조해석시 유의해야 할 몇가지 사항들에 대해서 기술하였다. 특히 강합성사장교의 주형해석시 바닥판과 강형의 모델링, 가설방법과 순서에 따른 명확한 이해와 이에 따른 구조계의 이상화, 시간경과에 따른 재료성질의 보다 엄밀한 구현 등이 설계에 미치는 영향과 중요성을 강조하였다. 사장교는 기존의 현수교에 비해 주형의 강성을 효율적으로 사용할 수 있고 미관이 탁월할 뿐 더러 주위환경에 따라 가설방법과 구조계를 변화시킬 수 있는 적응성이 뛰어나다. 이와 같은 측면 때문에 사장교는 현대 중.장대교량을 대표하는 형식으로 점차 그 영역을 넓혀가고 있다. 국내에서도 올림픽대교를 비롯한 몇개의 사장교가 건설되었으며 이와 같은 경험을 바탕으로 순수 국내기술에 의해 세계에서 10위권에 드는 장대사장교인 서해대교가 설계되기에 이르렀다. 이와 같은 경험의 조각들이 모여 국내 토목설계의 비약을 이룰 수 있는 전환점이 될 것임을 믿어 의심치 않는다.

• Journal of the Korean Magnetics Society
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• v.20 no.4
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• pp.160-166
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• 2010

X-ray resonant magnetic scattering (XRMS) allows us to extract magnetic depth profiles in magnetic multilayers and magnetization distribution in magnetic nanostructures in element-specific manner using x-ray reflectivity and diffraction. XRMS is explained with a brief introduction and examples of magnetic structures and magnetic switching mechanism in magnetic multilayers and nanostructures.

• Journal of the Korean Society for Nondestructive Testing
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• v.23 no.5
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• pp.526-531
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• 2003

Condition assessment of concrete structures is essential since their performance affects public safety. Impact resonance testing has been widely used for the nondestructive testing of the concrete structures. In this article, the background, basic principles of the impact resonance testing were described. Not only laboratory studies but also the field applications such as basement concrete of large structure and large slurry wall are described.

• Proceedings of the Optical Society of Korea Conference
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• 2000.02a
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• pp.74-75
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• 2000

WDM(wavelength-division multiplexing) 광통신 네트웍을 이루는 핵심기술중의 하나는 ADF(Add-drop Filter)의 구현에 있다. 광섬유격자와 여러형태의 구조를 이용한 ADF들 중에서도 비대칭 결합기와 광섬유 격자를 이용한 구조는, 간섭계 구조가 아니기 때문에 제작이 용이하고 보다 안정된 특성을 보일 것으로 기대되어 많은 관심을 갖게 하고 있다$^{(1)}$ . 비대칭 결합기 구조의 경우, 두 광도파로의 코어반경이나 굴절율 분포가 서로 다르기 때문에, 일반적으로 광파의 결합이 일어나지 않는다. 그러나 브래그 격자의 반사조건을 만족하는 파장성분의 경우 입력단(input port)에서 드롭단(drop port)으로 반사되어 나오고, 그 외의 파장성분은 출력단(Output port)으로 나오게 되어 드롭 기능을 수행하게 된다. 비슷한 원리로 add port에서 출력단으로의 add 기능도 수행된다. 본 논문에서는 연산자 분리 시영역 모델$^{(2)}$ 을 이용하여 비대칭구조에서의 파장응답 특성을 해석하였다. 또한 최적화를 위한 조건을 알아 보고, 소자 설계에 필요한 파라미터를 정의하여 최적설계에 필요한 파라미터를 구하였다. (중략)

• Computational Structural Engineering
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• v.11 no.4
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• pp.229-237
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• 1998

본 연구는 횡변위 구속조건을 받는 고층철골구조물의 이산형 최적설계를 위해 효율적인 쌍대알고리즘을 제시하고자 한다. 양함수형태의 횡변위 구속조건을 설정하기 위해 가상일의 원리가 적용되면 고층철골조의 설계변수의 수를 줄여주기 위해 쌍대알고리즘내에 단면특성관계식이 추가된다. 이 알고리즘의 검증을 위하여 횡하중을 받는 네 가지 형태의 고층철골조 예제가 제시되며, 반복과정에서 수렴된 최종물량을 기존의 최적설계방법과 비교해 봄으로써 제시된 알고리즘의 효율성이 검토된다.