• International Journal of Fluid Machinery and Systems
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• 제9권3호
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• pp.222-228
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• 2016

Almost 70% of the earth is covered by the ocean. Extracting the power available in the ocean using a wave energy converter has been seen to be eco-friendly and renewable. This study focuses on developing a method for analyzing a wave energy device that uses a cross-flow turbine. The motion of the ocean wave causes an internal bi-directional flow of water and the cross-flow turbine is able to rotate in one direction. This device is considered of double-hull structure, and because of this structure, sea water does not come into contact with theturbine. Due to this, the problem of befouling on the turbine is avoided. This study shows specific relationship for wave length and several motions.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.705-712
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• 2002

Geotextile tube is environmentally sustainable technology and has been applied in hydraulic and coastal engineering applications. Geotextile tube is composed in permeable fabrics and Inside dredged materials, and hydraulically or mechanically filled with dredged materials. These tube are generally about 1.0m to 2.0m in diameter, through they can be sized for any application. The tubes can be used solely, or stacked to add greater height and usability. Stacked geotextile tubes will create by adding the height necessary for some breakwaters and embankment, therefore increasing the usability of geotextile tubes. This paper presents the hydrodynamic behavior of stacked geotextile tube by hydraulic model tests. The hydraulic model test conducted by structural condition and wave conditions. Structural condition is installation direction to the wave(perpendicular band 45$^{\circ}$), and wave condition is varied with the significant wave height ranging from 3.0m to 6.0m. Based on the test results, the hydrodynamic behaviors such as structural stability, wave control capacity, and strain are interpreted.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1998년도 하계학술대회 논문집 C
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• pp.1182-1184
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• 1998

Recently high impedance fault(HIF), which includes arcing wave, has often occured in power system. Some papers related to arcing phenomena and its modeling have been published. However the proposed methods show much different form in compare with actual arc wave under HIF. It is not so available to use to analyze HIF because of such problem. This paper proposes the new arcing wave model, which is nearly similar to actual arcing wave, developed using PSCAD/EMTDC. The arcing waves obtained from arcing model that applied in actual. power system are compared with some actual arcing wave gained from the field test and show the availability to application of relay test.

• 한국통신학회논문지
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• 제23권9A호
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• pp.2391-2401
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• 1998

본 논문에서는 차량의 각종 Data 송/수신용 L-Band (1435MHz~1535MHz) 무지향성 원편파 안테나의 설계연구를 수행하였다. 기존의 직선편과 안테나가 장애물 및 지면의 반사잡음의 영향으로 수신신호 크기가 감쇄되어 시험로 일부지역에서 신호손실을 초래하여 안테나 교체가 필요하였다. 그래서 반사의 의한 신호감쇄가 적은 원편파 안테나 특성과 이론적인 배경 및 설계원리를 연구하여 안테나를 제작하였고, 복사특성 실험을 통하여 설계치 보다 우수한 성능을 확인하였다. 또한 차량성능 원격측정 시스템을 이용하여 실차 실험한 직선편파 안테나와 비교하여 수신레벨이 5dB이상 향상됨과, 시험로 전지역에서 신호의 손실없이 획득 가능함을 입증하였다.

• International Journal of Railway
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• 제1권2호
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• pp.64-71
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• 2008

The quality of track-bed fills of railways has been controlled by field measurements of density $({\gamma}_d)$ and the results of plate-load tests. The control measures are compatible with the design procedures whose design parameter is $k_{30}$ for both ordinary-speed railways and high-speed railways. However, one of fatal flaws of the design procedures that there are no simple laboratory measurement procedures for the design parameters ($k_{30}$ or, $E_{v2}$ and $E_{v2}/E_{v1}$) in design stage. A new quality control procedure, in parallel with the advent of the new design procedure, is being proposed. This procedure is based upon P-wave velocity involving consistently the evaluation of design parameters in design stage and the field measurements during construction. The Key concept of the procedure is that the target value for field compaction control is the P-wave velocity determined at OMC using modified compaction test, and direct-arrival method is used for the field measurements during construction. The procedure was verified at a test site and the p-wave velocity turned out to be an excellent control measure. The specifications for the control also include field compaction water content of OMC${\pm}$2% as well as the p-wave velocity.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 1998년도 추계학술대회논문집:21세기에 대비한 지능형 통합항만관리
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• pp.189-199
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• 1998

Wave-induced current model is developed in our study and this model is composed with wave transform model and current model. Two types of wave model are used in our study, one is Copeland(1985) type which is applied in the offshore region and the other is Watanabe and Maruyama(1984) type which is applied in the surf zone. The depth-integrated and time-averaged governing equation of an unsteady nonlinear form is used in the wave induced current model. Lateral mising, radiation stresses, surface and bottom stresses are considered in our current model. Copeland's(1985) relult is used to calculate radiation stress and Berkmeir & Darlymple's(1976) is used as a surface friction formula. Numerical solutions are obtained by Leendertse scheme and compared with Noda's(1974) experimental results for the uniform slope coastal region test and Nishimura & Maruyama's(1985) experimental relults and numerical simulation results for the detached breakwater test. The results from our wave model show good agreement with the others and also show nonlinear effects around the detached breakwater. Wave induced current model is developed in this study and this model shows nonlinear effects around the detached breakwater and can be applied in the surf zone and also consider the friction stresses.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.302-307
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• 2005

Love wave and Rayleigh wave are the major elastic waves belonging to the category of the surface wave. The fact that Love wave is not contaminated by P-wave which makes Love wave superior to Rayleigh wave and other body waves. Therefore, the information that Love wave carries is more distinct and clearer than the information of Rayleigh wave. Based on theoretical research, the joint inversion analysis which is used both Love wave dispersion information and Rayleigh wave dispersion information was proposed. Purpose of the joint inversion analysis is to improve accuracy and convergency of inversion results utilizing that frequency contribution of each wave is different. This analysis technique is consisted of the forward modeling using transfer matrix, the sensitivity matrix determined to the ground system and DLSS(Damped Least Square Solution) as a inversion technique. The application of this analysis was examined through the field test.

• 한국화예디자인학연구
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• 제43호
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• pp.57-79
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• 2020

본 연구는 원예치료 기반 직업재활 프로그램이 정신장애인의 정서 및 뇌파에 미치는 영향을 알아보고자 실시하였다. 연구는 경상북도 G시 보건소의 직업재활반 정신장애인 회원 3명을 대상으로 진행하였다. 연구 결과 대상자 모두 정적 정서는 증가, 부적 정서는 감소되었다. 뇌파 검사 결과 대상자 A는 세타파가 사전 17.27%, 사후 21.39%, 알파파가 사전 39.66%, 사후 49.02%, SMR파가 사전 13.53%, 사후 18.49%, 중간베타파가 사전 39.72%, 사후 41.53%로 증가, 베타파가 사전 27.53%, 사후 17.54%, 고베타파가 사전 46.75%, 사후 39.98%로 감소하였다. 대상자 B는 알파파가 29.70%, 사후 31.82%, 중간베타파가 사전 44.24%, 사후 65.76%로 증가, 고베타파가 사전 29.04%, 사후 9.09%로 감소하였다. 대상자 C는 알파파가 26.30%, 사후 49.42%, SMR파가 사전 19.86%, 사후 20.59%로 증가, 베타파가 사전 29.85%, 사후 16.13%로 감소하였다. 아이디어, 창조적 사고가 발생하는 세타파와 안정 상태, 집중, 학습에 몰두할 때 나타나는 알파파, SMR파, 중간베타파는 증가, 스트레스, 긴장, 불안 시 발생하는 베타파, 고베타파는 감소하였다. 수익금 분석 결과 대상자 A는 101,700원, 대상자 B는 81,000원, 대상자 C는 56,200원의 수익을 얻었다.

• 한국항공우주학회지
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• 제33권3호
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• pp.99-106
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• 2005

액체로켓엔진 개발에서 필수 단계인 연소안정성 확인을 위한 연소안정성 평가시험(stability rating test) 방법의 개발을 위해서는 압력교란장치의 특성과 더불어 안전한 연소시험 절차(sequence)의 확립이 필수적이다. 따라서 본 연구에서는 연소안정성 평가시험을 위해 개발된 펄스건을 액체로켓엔진의 연소시험에 실제로 적용하기 위한 단계로서, 적절한 연소 시험 절차를 개발/검증하고자 하였다. 먼저 펄스건을 실제로 연소실 외벽에 장착하게 되는 압력파 유도장치를 설계하고, 펄스건의 오작동을 방지하기 위한 압력파 유도장치 내부의 냉각시스템의 설계 및 시험을 수행하였다. 이러한 일련의 연소시험 단계를 통하여 실물형 액체로켓엔진에서의 연소안정성 평가시험이 가능한 적절한 시험 단계를 국내 독자적으로 개발하는데 성공하였다.

• Structural Engineering and Mechanics
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• 제48권4호
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• pp.569-585
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• 2013

The use of the rigid polyurethane foam (RPF) to strengthen sandwich structures against blast terror has great interests from engineering experts in structural retrofitting. The aim of this study is to use the RPF to strengthen sandwich steel structure under blast load. The sandwich steel structure is assembled to study the RPF as structural retrofitting. The filed blast test is conducted. The finite element analysis (FEA) is also used to model the sandwich steel structure under shock wave. The sandwich steel structure performance is studied based on detonating different TNT explosive charges. There is a good agreement between the results obtained by both the field blast test and the numerical model. The RPF improves the sandwich steel structure performance under the blast wave propagation.