• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.13 no.1
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• pp.70-78
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• 2003

This paper dealt with an experimental study on the hydroelastic vibration of clamped perforated rectangular plates submerged in water. The penetration of holes in the plates had a triangular pattern with P/D (pitch to diameter) 1.750, 2.125, 2.500, 3.000 and 3.750. The natural frequencies of the perforated plates in air were obtained by the analytical method based on the relation between the reference kinetic and maximum potential energy and compared with the experimental results. Good agreement between the results was found for the natural frequencies of the perforated plates in air. It was empirically found that the natural frequencies of the perforated plate in air increase with an increase of P/D, on the other hand, the natural frequencies of the perforated plate in contact with water decrease with an increase of P/D. Additionally. the effect of the submerged depth on the natural frequency was investigated.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.16-16
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• 2017

기후 시스템의 다양한 상호작용으로 인해 나타나는 대표적 현상인 강우는 수문학적 분석 과정의 필수적인 요소이며 장기 강우를 예측하는 것은 효율적인 수자원 관리에 중요한 기반이 되고 있다. 이러한 강우는 장기적으로 지구의 대기-해양 순환 패턴의 영향을 받으며, 특히 엘니뇨와 라니냐와 같은 기상 이변이 발생할 경우 대규모 순환에 변화가 일어나게 되어 강우에 영향을 미칠 수 있다. 따라서 본 연구에서는 지구의 순환 패턴 특성을 수치화한 전지구적 기상인자 중에서 우리나라 장기 강우를 예측하기 위한 기상인자를 선정하고 시계열 모형 구축을 통하여 예측력을 평가하였다. 이를 위해 강우에 내재된 다양한 대기-해양 순환 패턴으로부터 나타나는 주기적 요소를 추출하기 위해 앙상블 경험적 모드분해법을 사용하여 강우를 분해한 후, 각 분해된 강우자료와 전지구적 기상인자와의 상관성 분석을 통해 높은 상관성을 가진 기상인자를 선별하고 단계식 변수선택법으로부터 유의미한 기상인자를 최종적으로 선정하였다. 그 결과, 우리나라 기상청 60개 지점의 월별 강우자료 중 전반적으로 영향을 미치는 기상인자를 선정할 수 있었으며, 선정된 기상인 자로 구축된 시계열 모형을 통해 우리나라 장기 강우를 예측하였다.

• Proceedings of the KSME Conference
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• 2004.11a
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• pp.359-364
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• 2004

In this study, experiments were tried on the mixed-mode I+II single overloading model which changes the loading mode of overload and fatigue load. Aspects of deformation field in front of the crack which is formed by mixed-mode I+II single overloading were experimentally studied. Then the shape and size of mixed-mode plastic zone were approximately calculated. The propagation behavior of fatigue crack was examined under the test conditions combined by changing the loading mode. The behavior of fatigue cracks were greatly affected by shapes of plastic deformation field and applying mode of fatigue load. Accuracy of prediction and evaluation for fatigue life may be improved by considering all aspects of deformation and behavior of fatigue cracks.

• Journal of Life Science
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• v.20 no.2
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• pp.298-303
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• 2010

In this work, the effects of $Cs^+$ on root growth of 2-day-old maize seedlings were scrutinized. CsCl (5 mM - 30 mM) decreased the fresh weight of the primary root and of the shoot above the coleoptilar node. The elongation growth of the primary root was also inhibited by CsCl. The CsCl-inhibited growth was partially restored by 60 mM KCl. Lineweaver-Burk plot of the reaction in the presence and absence of 60 mM KCl displayed competitive interaction of CsCl (at higher than 10 mM). However, the Reversal of the inhibition by 60 mM KCl did not follow the competitive relationship with 5 mM CsCl, indicating the presence of differential mechanisms of $K^+$ influence depending on the concentration of CsCl. The differential effects of CsCl dependent on the concentrations were also observed in the CsCl-evoked radial expansion of the subapical region of the root. In spite of the decrease in length of the root, shrinkage of the root apical meristem was not observed. CsCl above 10 mM induced the expression of ZmKUP1, indicating functional deficiency of $K^+$ due to competition with Cs. However, the expression of ZmKUP1 by 5 mM CsCl was unclear. Conclusively, exogenously applied $Cs^+$ decreased root elongation and fresh weight and caused radial expansion of the subapical region of the primary root in 2-day-old maize seedlings by complex mechanisms including competitive and noncompetitive interactions with $K^+$. Because the shrinkage of the root apical meristem was not observed, it is concluded that the effects of CsCl on maize root growth was mainly related to cell expansion.

• Composites Research
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• v.36 no.5
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• pp.377-382
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• 2023

To enhance the performance of graphene-based devices, it is of great importance to better understand the interfacial interaction of graphene with its underlying substrates. In this study, the adhesion energy of monolayer graphene placed on dielectric substrates was characterized using mode I fracture tests. Large-area monolayer graphene was synthesized on copper foil using chemical vapor deposition (CVD) with methane and hydrogen. The synthesized graphene was placed on target dielectric substrates using polymer-assisted wet transfer technique. The monolayer graphene placed on a substrate was mechanically delaminated from the dielectric substrate by mode I fracture tests using double cantilever beam configuration. The obtained force-displacement curves were analyzed to estimate the adhesion energies, showing 1.13 ± 0.12 J/m² for silicon dioxide and 2.90 ± 0.08 J/m² for silicon nitride. This work provides the quantitative measurement of the interfacial interactions of CVD-grown graphene with dielectric substrates.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.20 no.5
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• pp.593-604
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• 2007

Although composite construction has more mechanical advantages compared to noncomposite construction, the design of noncomposite construction for skew bridges with large skew angels has been often checked because composite construction may cause large stresses in the bridge deck. In this study, the analytical model considered dynamic behaviors for noncomposite skew bridges was proposed. Using the proposed analytical model, the validity of the application of noncomposite construction to skew bridges was checked. Also, the effects of interactions between the concrete deck and steel girders such as composite construction, partial composite construction, and noncomposite construction on the dynamic characteristics and dynamic behaviors of simply supported skew bridges were investigated. A series of parametric studies for the total 27 skew bridges was conducted with respect to parameters such as girder spacing, skew angle, and deck aspect ratio. Although the slip at the interfaces between the concrete deck and steel girders results in the reduction of seismic total base shear in the transverse direction due to period elongation, it causes an undesirable behavior of skew bridges by the modification in mode shapes and distributions of stiffness. Shear connectors placed by minimum requirements for partial composite action have an effect on reducing the girder stresses and deck stresses; except case of some skew bridges, the magnitude of the girder stresses and deck stresses obtained from partial composite skew bridges is similar to or slightly more than those acquired from composite skew bridges.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.13 no.4
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• pp.351-358
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• 2002

To determine a scattering performance of a rectangular waveguide with two skewed conducting posts in approximation by the mode matching method and the generalized scattering method is presented in this paper. We determined the optimized result from effective analysis to select the adequate eigenmode number in mode matching method for the skewed two conducting posts. And we obtained the scattering performance of the junction of the waveguide to coaxial line with two skewed conducting posts by application of above method. By this result, it can be seen that the transmission performance at output port of waveguide to coaxial line is 3 ㏈ at the angle, 50°And we obtained the reflection performance to decrease linearly along the skewed angle at input port.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2005.04a
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• pp.265-272
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• 2005

For bridge-vehicle interaction analysis of cable-supported brides, the superposition method is applied based on the results of 3-dimensional free vibration analysis using General-purpose FEM Software. This study firstly performs the eigenvalue analysis for the free vertical and the torsional vibration of bridges using FEM analysis. Next the equations of motion considering interaction between bridges and vehicles/train are derived from mode superposition method. And then dynamic analysis is performed using the Newmark numericial method. Finally through the numerical examples, the dynamic responses of cable-supported bridges by this study are presented and discussed.

• Proceedings of the Acoustical Society of Korea Conference
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• autumn
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• pp.349-350
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• 2004

매질 내부로 전파하는 초음파는 점성손실(viscous loss), 열전도 손실(heat conduction loss) 둥 다양한 상호작용을 통해 흡수되어 열에너지로 변환되기 때문에 매질 내의 온도 변화를 발생시킨다. 본 논문에서는 RTV 고무 내부에 47 개의 열전대를 장착하여 초음파 영상 진단기로부터 발생되는 초음파 음장에 따른 각 열전대의 채널별 온도변화의 측정결과를 제시하였다.

• Proceedings of the Korea Multimedia Society Conference
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• 2002.05d
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• pp.786-791
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• 2002

본 논문은 웹 상에서 학습자 중심의 문제풀이 단계학습을 통하여 학습자가 자기 주도적으로 학습할 수학 교과의 학습목표 및 내용, 관련된 학습자료를 탐색하고, 교수자나 다른 학습자와 서로 상호작용을 하여 문제를 해결하기 위한 원격강의 프로그램을 개발하고자 일반적인 멀티미디어 체계적 교수설계 모형을 기초로 웹 기반 코스웨어 설계모형을 제시하고 학습자 중심의 실시간 수학 문제풀이 원격학습 시스템을 구현하였다. 이는 웹 기반의 수학 코스웨어 및 텍스트 모드로 제작 설계되었으며 웹 기반 학습자 중심의 수학 문제풀이 단계학습을 목적으로 한다.