• Journal of Biosystems Engineering
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• 제27권6호
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• pp.537-546
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• 2002

In this study an automatic soil hardness measuring system mountable on agricultural tractors was developed to improve the accuracy of manual soil hardness testers by a constant penetrating rate, right direction of the cone-penetrometer and the isolation of vibration from the operator. This was necessary to supply similar experimental condition for performance test of new model and comparative experiment. The results of the study are summaried as follows; 1. The system consisted of a sensing part of soil hardness, a driving part of the measuring system and an attaching part between the tractor and the measuring system. 2. The allowable limit value of the system developed was set to 392N to protect from breaking the serve motor and the coupling used in this system. 3. The driving shaft penetrated into soil by 0.3m to measure soil hardness. The soil hardness was measured at the depth of 0.3m from the soil surface but the penetrating work was stopped and the driving shaft was pulled out to protect the system when the value of the soil hardness was too big on foreign substances like stones or straws. 4. Two values measured by automatic measuring system developed in this research and manual penetrometer were compared by statistics hypothesis testing method. When two people measured the soil hardness at the depth of 0.1 and 0.15m by manual cone penetrometer, there was no relationship between two values by two people but the values at the same depths by automatic measuring system developed showed similarity. The automatic system, therefore, developed in this research was proper for measuring soil hardness.

• 한국항공우주학회지
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• 제34권1호
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• pp.18-23
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• 2006

본 연구에서는 Gurney 플랩이 달린 NACA 0012 익형에 대한 플러터 해석을 시간 영역에서 수행하였다. 2차원 비정상 압축성 Navier-Stokes 방정식과 Lagrange 방정식으로 부터 유도한 2계 자유도 plunge & pitch 모델을 지배방정식으로 하여 연성 결합 기법을 통해 플러터 해석을 수행하였다. 계산 결과 Gurney 플랩을 장착할 경우 NACA 0012에 비해 플러터가 발생하는 속도가 낮아졌고, 마하수가 0.85보다 작은 영역에서는 Gurney 플랩의 플러터 경계 곡선은 안전 여유를 상회하는 영역에 위치하였다. 그러나, 마하수가 0.85에서 0.9사이일 경우에는 안전 여유에 근접하게 되므로 이러한 운용 영역에서는 Gurney 플랩의 사용에 주의를 요한다.

• 인터넷정보학회논문지
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• 제7권6호
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• pp.157-174
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• 2006

Ajax의 상호작용 모델은 웹 어플리케이션 상황을 HTTP에서 상태 기반형이 되도록 바꾸어 주며, Ajax 응용프로그램은 브라우저상에서 오래 지속된다. XHR(XML HTTP Request)는 데이터 교환을 촉진하는데 사용된다. 이러한 상호작용 조건에서 HTTPS를 사용하는 것은 데이터 교환의 빈도 때문에 실용적이지 못하다. 더욱이 민감한 정보의 경우 HTTP에서 HTTPS 로 프로토콜을 전환하는 것은 원본서버 유지정책으로 인해 허용되지 않는다. Ajax 어플리케이션의 장기 지속성, 구속성, 비동기성과 같은 특징들은 재 인증을 촉발하는 각기 다른 인증 및 세션 처리 메카니즘을 필요하게 되는데, 이 논문은 Ajax를 사용하는 인증 및 세션 관리의 설계를 제시한다. 본 설계는 OTP(One Time Password)와 유사한 자동 발생 패스워드가 있는 요약 인증을 사용하는 환경에서 기간 단위 및 이벤트 기반의 재인증을 촉발하도록 고안되었다. 이 인증 및 세션 관리는 인증 및 세션 관리가 손상되지 않도록 커플링의 AWAsec(Ajax Web Application Security) 이라고 불리는 체제 안에 포함된다.

• 한국전자파학회논문지
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• 제10권6호
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• pp.805-814
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• 1999

본 논문에서는 소형의 동축 공진기를 이용하여 타원 함수 여파기를 설계, 제작하였다. 타원 함수 여파기는 Butterworth나 Chebyshev 여파기보다 주파수 선택도가 뛰어나므로 한정된 주파수 자원을 효율적으로 이용할 수 있다. 소형 경량의 세라믹 공진기를 이용하여 여파기의 크기, 무게, 비용을 줄이고 여파기의 제작성과 결 합량 제어가 용이하도록 하였다 유전체 동축 공진기의 등가 회로 모텔링과 결합 계수값을 설측하여 타원 함 수 여파기를 설계. 제작하였으며 소형 유전체 동축 공진기를 이용하여 제작된, 중심주파수가 959 MHz이고 통 과 대역폭 28 MHz인 8단 타원 함수 여파기의 경우, 반사손실 17 dB 이상. 삽입손실 5 dB, $f_c\pm5$MHz에서 20 dB이상의 감쇄특성을 얻었다.

• Structural Engineering and Mechanics
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• 제55권2호
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• pp.413-434
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• 2015

The vibrations caused by metro operation propagate through surrounding soil, further induce secondary vibrations of the nearby underground structures and adjacent buildings. In order to investigate the effects of vibrations caused by metro on use performance of buildings, vibration experiment of Chengdu museum was carried out firstly. Then, the coupling tunnel-soil-structure finite element model was established with software ANSYS detailedly, providing a useful tool for investigating the vibration performances of structures. Furthermore, the dynamic responses and vibration predictions of museum building were obtained respectively by the whole process time-domain analysis and frequency-domain analysis, which were compared with the vibration reference values of museum. Quantitative analyses of the museum building performance were carried out, and the possible tendency and changing laws of vibration level with floors were proposed. Finally, the related vibration isolation measures were compared and discussed. The tests and analysis results show that: The vertical vibration responses almost increased with the increasing of building floors, while weak floors existed for the curve of horizontal vibration; The vertical vibrations were larger than the horizontal vibrations, indicating the vibration performances of building caused by metro were characterized with vertical vibrations; The frequencies of the museum corresponding to the peak vibration levels were around 6~17Hz; The damping effect of structure with 33m-span cantilever on vertical vibration was obvious, however, the damping effect of structure with foundation vibration isolators was not obvious.

• 대한조선학회논문집
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• 제49권6호
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• pp.461-468
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• 2012

In this study, a Cartesian-grid method based on finite volume approach is applied to simulate the ship motions in large amplitude waves. Fractional step method is applied for pressure-velocity coupling and TVD limiter is used to interpolate the cell face value for the discretization of convective term. Water, air, and solid phases are identified by using the concept of volume-fraction function for each phase. In order to capture the interface between air and water, the tangent of hyperbola for interface capturing (THINC) scheme is used with weighed line interface calculation (WLIC) method which considers multidimensional information. The volume fraction of solid body embedded in the Cartesian grid system is calculated using a level-set based algorithm, and the body boundary condition is imposed by a volume weighted formula. Numerical simulations for the two-dimensional barge type model and Wigley hull in linear waves have been carried out to validate the newly developed code. To demonstrate the applicability for highly nonlinear wave-body interactions such as green water on the deck, numerical analysis on the large-amplitude motion of S175 containership is conducted and all computational results are compared with experimental data.

• 한국농공학회지
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• 제44권7호
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• pp.64-73
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• 2002

This study was performed to evaluate effects of physical characteristics of both watershed and reservoir on nutrient-chlorophyll relationship in Korean reservoirs. Simple linear models were developed with published data in Korea including 415 reservoirs and 11 multi-purpose dams, and physico-chemical parameters of reservoirs and characteristics relationship of models were analyzed. Theoretical residence time in Korean reservoirs was strongly correlated with the ratio of TA/ST (drainage area + surface area / storage volume) in the logarithmic function. As a result of monthly nutrients-chlorophyll-a regression analysis, significant Chl-a-TP relationship appeared during May～July. The high Chl-a yields per total phosphorus appeared during this time (R$\^$2/=0.51, p<0.001, N= 1088). Chlorophyll-a demonstrated much stronger relationship with TP. than TN. Seasonal algal-nutrient coupling were closely related with N:P ratio in the reservoir water, and it was, in turn, dependent on the monsoon climatic condition (precipitation). Based on the results of regression analysis and high N:P ratio, a major limiting factor of algal growth appeared to be phosphorus during this time. Unlikely TA/ST ratio, DA/SA ratio (drainage area f surface area) was likely to influence directly on the nutrient-Chl-a relationship, indicating that if storage volume and inflowing water volume were the same, algal biomass could be developed more in reservoirs with large surface area. Thus, DA/SA ratio seemed to be an important factor to affect the development of algal biomass in Korean reservoirs. With low determination coefficient of TP-Chl-a relationship, our findings indicated not only nutrient (phosphorus) but also other physical factors, such as DA/SA ratio, may affect algal biomass development in Korean reservoirs, where actual residence time appears to be more closely related to reservoir surface area rather than storage volume.

• 한국전자파학회논문지
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• 제26권4호
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• pp.397-403
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• 2015

본 논문은 임펄스 초광대역 레이다를 이용한 ISAR 영상의 기하보정 방법에 대해 서술하였다. 임펄스 초광대역 레이다는 시간영역에서 신호처리를 하므로 다중 경로, 간섭 문제 등이 일어나지 않는 장점이 있다. 안테나와 대상체 사이의 송수신 신호를 평면파라고 가정하면, ISAR 기하 모델에서 회전축의 중심을 점표적을 이용하여 계산한다. 수신 데이터에서 합성을 수행하기 전, 점표적은 최대 점의 위치를 최소 자승법으로 근사하여 회전축의 중심을 알아낼 수 있다. 이 방법은 대조비가 더 뛰어난 영상을 얻을 수 있었고, 엔트로피도 가장 큰 값을 가질 수 있었다. 이러한 방법은 장비를 최초 작동하거나 주기적으로 사용되어서 회전축의 중심을 보상하여 영상 합성을 할 것이다. 의료나 보안 감시와 같은 고정된 기하를 가지는 영상화 장비에서 유용하게 사용될 것이다.

• Journal of electromagnetic engineering and science
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• 제11권3호
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• pp.166-173
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• 2011

In this paper, we implemented and analyzed a wireless power transfer (WPT) system with a CSPR topology. CSPR refers to constant current source, series resonance circuit topology of a transmitting coil, parallel resonance circuit topology of a receiving coil, and pure resistive loading. The transmitting coil is coupled by a magnetic field to the receiving coil without wire. Although the electromotive force (emf) is small (about 4.5V), the voltage on load resistor is 148V, because a parallel resonance scheme was adopted for the receiving coil. The implemented WPT system is designed to be able to transfer up to 1 kW power and can operate a LED TV. Before the implementation, the EMF reduction mechanism based on the use of ferrite and a metal shield box was confirmed by an EM simulation and we found that the EMF can be suppressed dramatically by using this shield. The operating frequency of the implemented WPT system is 30.7kHz and the air gap between two coils is 150mm. The power transferred to the load resistor is 147W and the real power transfer efficiency is 66.4 %.

• Structural Engineering and Mechanics
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• 제54권5호
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• pp.1017-1044
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• 2015

This study aimed to investigate the random vibration characteristic of train-slab track-bridge interaction system subjected to both track irregularities and earthquakes by use of pseudo-excitation method (PEM). Each vehicle subsystem was modeled by multibody dynamics. A three-dimensional rail-slab- girder-pier finite element model was created to simulate slab track and bridge subsystem. The equations of motion for the entire system were established based on the constraint condition of no jump between wheel and rail. The random load vectors of equations of motion were formulated by transforming track irregularities and seismic accelerations into a series of deterministic pseudo-excitations according to their respective power spectral density (PSD) functions by means of PEM. The time-dependent PSDs of random vibration responses of the system were obtained by step-by-step integration method, and the corresponding extreme values were estimated based on the first-passage failure criterion. As a case study, an ICE3 high-speed train passing a fifteen-span simply supported girder bridge simultaneously excited by track irregularities and earthquakes is presented. The evaluated extreme values and the PSD characteristic of the random vibration responses of bridge and train are analyzed, and the influences of train speed and track irregularities (without earthquakes) on the random vibration characteristic of bridge and train are discussed.