• Journal of Navigation and Port Research
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• v.34 no.6
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• pp.441-445
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• 2010

The ouput power of wave energy system in buoy is determined according to the inner diameter of oscillating water column and flow resistance. The increase of adhered shellfish inside the water column leads to decrease the inner diameter of wave energy converter. Influx loss of seawater reduces the efficiency of output power in the wave generation system. In this paper, the test result of AFS characteristic is described for preventing the deposition with shellfish and etc. The current of anode is controlled by buck converter, and the control algorithm developed for AFS in buoy. The experimental results is shown excellent preventing capapbility of AFS in buoy.

• Computational Structural Engineering
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• v.10 no.4
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• pp.291-302
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• 1997

This paper presents an analytical method for evaluating the free vibration of a circular cylindrical tank filled with bounded compressible fluid. The analytical method was developed by means of the finite Fourier series expansion method. The compressible fluid motion was determined by means of the linear velocity potential theory. To clarify the validity of the analytical method, the natural frequencies of a circular cylindrical tank with the clamped-clamped boundary condition, and filled with water, were obtained by the analytical method and the finite element method using a comercial ANSYS 5.2 software. Excellent agreement on the natural frequencies of the liquid-filled tank structure was found. The compressiblity and the fluid density effects on the normalized coupled natural frequencies were investigated. The density of fluid affects on all coupled natural frequencies of the tank, whereas the compressibility of fluid affects mainly on the natural frequencies of lower circumferential modes.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.16 no.2
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• pp.197-206
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• 2003

A three-dimensional (3-D) method of analysis is presented for determining the free vibration frequencies and mode shapes of solid and hollow hemispherical shells of revolution of arbitrary wall thickness having arbitrary constraints on their boundaries. Unlike conventional shell theories, which are mathematically two-dimensional (2-D), the present method is based upon the 3-D dynamic equations of elasticity. Displacement components μ/sub Φ/, μ/sub z/, and μ/sub θ/ in the meridional, normal, and circumferential directions, respectively, are taken to be sinusoidal in time, periodic in θ, and algebraic polynomials in the Φ and z directions. Potential (strain) and kinetic energies of the hemispherical shells are formulated, and the Ritz method is used to solve the eigenvalue problem, thus yielding upper bound values of the frequencies obtained by minimizing the frequencies. As the degree of the polynomials is increased, frequencies converge to the exact values. Novel numerical results are presented for solid and hollow hemispheres with linear thickness variation. The effect on frequencies of a small axial conical hole is also discussed. Comparisons are made for the frequencies of completely free, thick hemispherical shells with uniform thickness from the present 3-D Ritz solutions and other 3-D finite element ones.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.23 no.1
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• pp.9-15
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• 2010

In this paper, dynamic modeling of hull structure including surface-bonded piezoelectric composite actuator was developed and structural vibration control performance was evaluated. Cylindrical shell structure with end-caps was considered as a host structure which could be used as a simple model of fuselage of aircraft and underwater vehicles. An advanced piezoelectric composite, macro-fiber composite(MFC), which has been developed in NASA Langley Research Center was applied for the effective structural vibration control. MFC has great flexibility by using piezoceramic fiber sheet and enhanced piezoelectric effect for in-plane motion by utilizing interdigitated electrode. Governing Equations were derived from the finite element model and modal characteristics were investigated. Modal test was conducted to verify the finite element model. Optimal controller was designed and implemented for the evaluation of vibration control performance. Structural vibration was controlled effectively by applying proper control input to the piezoelectric actuators.

• The Journal of the Acoustical Society of Korea
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• v.38 no.2
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• pp.193-199
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• 2019

In this paper, the results of underwater vibration experiment are analyzed to verify platform vibration-induced noise isolation characteristics of a hull-mounted acoustic sensor. The experimental condition causing platform vibration-induced noise is generated using the mock-up hull, where the acoustic sensor is installed, with shaker in an acoustic water tank. The performance indices of ATF (Acceleration Transfer Function), AVS (Acceleration Voltage Sensitivity), and IL (Insertion Loss) for the acoustic sensor are calculated from the output of the standard accelerometers, which are installed on the mock-up hull and the acoustic sensor, and the output signal of the acoustic sensor. The frequency-dependent noise isolation characteristics of the acoustic sensor are analyzed based on the calculated performance indices and an effectiveness of the experiment is examined.

• Proceedings of the Korean Vacuum Society Conference
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• 1999.07a
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• pp.138-138
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• 1999

자장 여과 진공 아크법(Filtered Vacuum Arc :FVA)에 의해 증착된 비정질 다이아몬드 박막은 기계적, 광학적 특성이 매우 우수하여 많은 연구자들의 관심의 대상이 되어 왔다. 그러나 아크의 불안정성은 자장 여과 아크 소스의 연속적인 운전을 제한하고, 결과적으로 낮은 생산성을 가져왔다. 본 연구에서는 음극의 형태 및 음극 부근에서의 자기장의 구조를 음극 부식 거동의 관점에서 수치모사 및 실험을 통해서 조사하였다. 소스 전자석과 인출 전자석의 자극 방향이 평행하게 된 구조에서 (magnetic mirror configuration), 음극 후면에 반대 방향의 자극을 가지는 영구자석을 돔으로서 아크 불안정성을 억제할 수 있었다. 또한 소스 전자석에 진동하는 전류를 인가함으로써 아크 스팟의 운동 면적을 효과적으로 확장할 수 있었다. 시간 변화에 따른 빔 전류의 변화로부터 테이프형 음극이 우물형 음극에 비하여 더 안정하다는 것을 확인하였다. 진동하는 소스 전자석의 전류와 직경 80mm의 테이퍼형 음극을 사용하여, 아크 전류 60A에서 약 2000분 동안 사용하였으며, 이때 부식된 부피는 사용 가능한 음극 부피의 약 90%였다. 그리고 약 350mA의 안정한 빔 전류를 현재의 조건에서 얻었다.

• Computational Structural Engineering
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• v.5 no.4
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• pp.93-102
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• 1992

The design of reactor internals requires the accurate vibration characteristics of each component for subsequent dynamic structural response analyses. For Korean standard nuclear power plant some modifications on the Control Element Assembly shroud from the reference design have been made, Since the shroud is complex in geometry having an array of vertical round tubes and webs in a square grid pattern, and being tied down by preloaded tie rods into position, it is planned to perform a vibration measurement program consisting of both experimental and analytical modal studies upon that component. The shroud modal testing was performed on the low frequency global survey to measure the first several modes. The analysis using the finite element model was also performed for the as-tested conditions. The natural frequencies and mode shapes from both test and analysis have been acquired and compared to be in good agreement. It is concluded that finite element model generated is good enough to be used in the design for the dynamic response analysis under various loading conditions.

• Proceedings of the Korea Contents Association Conference
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• 2016.05a
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• pp.83-84
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• 2016

본 연구는 안의삼동을 대상으로 19세기 관찬지리지와 관련 문헌에서 추출한 동천의 경관구조를 살펴본 결과 화림동 5개소, 심진동 9개소, 원학동 17개소가 확인되었으며, 동천 내 주요지점들은 각각 경구집합형, 경점연속형, 복합형 등의 경관구조 분포를 지님과 동시에 동천의 집합체로서 세거지와의 격리, 주머니 공간 형성을 통해 선계로서의 장소성을 부여하였다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.458-461
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• 2011

이방향 중공슬래브 시스템의 구조특성 및 성능평가 연구의 일부로 실제 건축물에 적용된 이방향 중공슬래브의 연직진동을 측정 및 분석하였다. 캡슐형 경량체를 사용한 이방향 중공슬래브가 적용된 두 건축물에서 바닥 용도상 일상적인 진동발생원이라고 가정할 수 있는 75 kg 성인의 보행, 달리기, 제자리 점프에 대해 슬래브의 연직진동을 측정하였다. 두 대상 건축물은 각각 연구소와 교육시설 용도로 설계 및 건축되었다. 측정된 수직 가속도 데이터로 일본건축학회 환경기준에 (AIJES-2004) 근거하여 진동수 범위 3~30 Hz에 대해 1/3 옥타브 밴드 분석을 실시하였다. 이 분석을 바탕으로 AIJEES-2004에 제시한 기준에 따라 바닥의 연직진동에 대한 거주 성능을 평가한 결과, 측정한 세 건축물에 적용된 이방향 중공슬래브 모두 보행과 달리기에 대해서는 피진동자의 10% 미만이 인지, 제자리 점프에 대해서는 50~70% 미만이 인지할 수 있는 것으로 나타나, 이방향 중공슬래브가 바닥의 연직 진동에 대해 거주 성능이 양호함을 보여주었다.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.19 no.4
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• pp.400-408
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• 2009

This work presents experimental results on vibration control of flexible structures using the squeeze mode electrorheological(ER) mount. An appropriate size of the squeeze mode ER mount is devised and its field-dependent damping force characteristics are experimentally evaluated. The ER mount is then applied to two different flexible structures : beam structure and frame structure. An optimal controller associated with displacement and acceleration signals is designed to suppress the imposed vibration and experimentally realized using the microprocessor. Vibration control responses of the flexible structures such as acceleration are evaluated in time and frequency domains.