• 제목/요약/키워드: wave response

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투렛증후군의 틱 반응 억제 시험을 통한 뉴로피드백 생체신호 지표 개발 시론 (A Study for the Development of Neurofeedback Biosignal Index for Tic Response Supression Test of Tourette's Syndrome)

  • 우정권;김원식
    • 한국콘텐츠학회논문지
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    • 제22권10호
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    • pp.861-869
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    • 2022
  • 투렛증후군 환자에게서 뮤파(Mu wave) 동기화가 깨졌을 때 틱이 발생하고, 그 반대로 뮤파 동기화를 이루면 틱이 발생하지 않는다. 연구시험 결과는 전운동피질(Frontal Cortical 3 사이트)에서 뮤파 동기화를 틱 환자가 인위적으로 하지 않고 뉴로피드백 훈련처럼 자율적으로 뇌파 조절이 이뤄진다면 마찬가지 결과로 틱이 발생하지 않는다는 사실을 시사한다. 피시험자에게 틱을 억제시켰을 때 인지 제어 반응 프로세스가 변경된다. 변경된 인지 제어를 뇌파 주파수 파워를 조절하는 뉴로피드백으로 훈련하면 환자가 인위적으로 틱을 억제하지 않아도 자율적으로 치료가 된다. 연구시험 결과는 뇌 운동영역의 뮤파 통제를 통해 틱이 발생하지 않는 생체신호 지표가 뉴로피드백 훈련의 치료프로토콜이 될 수 있는 단초를 마련하였다. 기존 뉴로피드백 치료 프로토콜인 SMR강화, 세타파-베타파 불균형 수정, 알파파 강화 등에 뮤파 강화를 추가할 수 있게 되었다. 본 연구가 투렛증후군 환자 치료법인 뉴로피드백 치료 프로토콜을 보다 과학적으로 검증하는 후속 연구와 임상시험에 활용될 것이다.

Adaptive Re-reflecting Wave Control in Plunger Type Wave Maker System: Theory

  • Park, Jae-Woong;Lee, Jin-Ho;Park, Gun-Il;Kim, Ki-Jung
    • Journal of Ship and Ocean Technology
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    • 제6권4호
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    • pp.13-18
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    • 2002
  • Active control has been partly applied to suppress the re-reflecting waves in wave basin with plunger-type wave maker to obtain desirable waves. This limitation comes from the non-confirmable theoretical background to the control algorithm. This paper proposes control logic to overcome this drawback, based on the impulse response function for propagating waves between control input and the wave height. The performances have been verified as reasonable in practical application by comparing with the propagating wave components in numerical wave basin, using wave decomposition method. Moreover, the control logic can also give useful wave-absorbing performance after cessation of wave generation.

규칙파중을 항행하는 선박의 유탄성응답해석 (A Hydroelastic Response Analysis of Ships with Forward Speed in Regular Waves)

  • 이승철;배성용
    • 동력기계공학회지
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    • 제14권5호
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    • pp.48-55
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    • 2010
  • When a large ship is advancing in waves, ship undergoes the hydroelastic response, which has influences on structural stability and the fatigue destruction etc. of the ship. Therefore, to predict accurate hydroelastic response, it is necessary to analyze hydroelastic response including fluid-structure interaction. In this research, a ship is divided into many hull elements to calculate the fluid forces and wave exciting forces on each elements using three-dimensional source distribution method. The calculated fluid forces and wave exciting forces are assigned to nodes of hull elements. The neighbor nodes are connected with elastic beam elements. We analyzed hydroelastic responses, and those are formulated by using finite element method. Particularly, to estimate the influence of forward speed on the hydroelastic responses, we use two different methods : Full Hull Rotation Method(FHRM) and Sectional Hull Rotation Method(SHRM).

장방형 부유구조물에 대한 동유체력-구조응답 특성 (Hydrodynamic-Structural Response Coupling Analysis to a Rectangle Floating Structures)

  • 오영철;김옥석;고재용
    • 해양환경안전학회지
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    • 제18권6호
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    • pp.577-583
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    • 2012
  • 부유구조물은 해양에서 다양한 외력을 경험하게 되며 특히, 파랑하중은 구조물의 설계에 결정적인 지배인자로 간주되고 있다. 이런 구조물은 파장과 크기의 상대적 관계로 소형구조물, 대형구조물 등으로 구분될 수 있으며 전통적으로 소형구조물은 회절발생이 없는 것으로 가정하며 대형구조물은 회절 작용에 따른 관성력만을 고려하여 파랑하중을 산출한다. 따라서 이 연구에서는 해양과 강, 호수 등에서 주로 사용되고 있는 정사각형 부유구조물을 이용하여 동유체력과 구조응답의 상관관계를 파악하여 장방형 부유구조물의 안전성에 대한 영향을 검토하였다.

불규칙파중의 인장계류식 해양구조물의 비선형 응답 해석 (A Nonlinear Response Analysis of Tension Leg Platforms in Irregular Waves)

  • 이창호;구자삼;조효제;홍봉기
    • 한국해양공학회지
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    • 제12권2호통권28호
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    • pp.33-42
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    • 1998
  • In the presence of incident waves with different frequencies, the second order sum and difference frequency waves due to the nonlinearity of the incident waves come into existence. Although the magnitudes of the forces produced on a Tension Leg Platform(TLP) by these nonlinear waves are small, they act on the TLP at sum and difference frequencies away from those of the incident waves. So, the second order sum and difference frequency wave loads produced close to the natural frequencies of TLPs often give greater contributions to high and low frequency resonant responses. The second order wave exciting forces and moments have been obtained by the method based on direct integration of pressure acting on the submerged surface of a TLP. The components of the second order forces which depend on first order quantities have been evaluated using the three dimensional source distribution method. The numerical results of time domain analysis for the nonlinear wave exciting forces in regular waves are compared with the numerical ones of frequency domain analysis. The results of comparison confirmed the validity of the proposed approach.

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Downtime cost analysis of offloading operations under irregular waves in Malaysian waters

  • Patel, M.S.;Liew, M.S.;Mustaffa, Zahiraniza;Abdurasheed, Abdurrasheed Said;Whyte, Andrew
    • Ocean Systems Engineering
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    • 제10권2호
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    • pp.131-161
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    • 2020
  • The objective of this study was to evaluate the downtime cost of side-by-side offloading operations in Malaysian waters. With the help of a numerical time domain tool, the structure and cable response of moored FPSO vessel was simulated for heading and beam sea-states under irregular waves. The weather downtime was assessed by comparing the response under operational wave condition with the pre defined industrial safe offloading criteria. Additionally, two cases of cable failure were simulated for each sea-state. The novel study on downtime cost was presented for three different location of Malaysia subcontinent for which the location specific wave scatter diagram facilitated to estimate the probability of occurrence of operational wave condition. It was concluded that an unpredictable increment in wave height by 0.5 m can significantly impact the production cost.

폭염 대응전략 수립을 위한 폭염위험도 시각화 플랫폼 (The Hazard Viz-platform for the Establishment of Heatwave Response Strategies)

  • 김미연
    • 한국멀티미디어학회논문지
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    • 제23권5호
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    • pp.683-699
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    • 2020
  • Recently, the earth's highest temperature is rising due to severe climate change and heat wave. In addition, due to the increase of elderly population over 65, the number of heat patients is also increasing. In particular, the elderly who live alone in poor living environments, the lower income group, and the socially disadvantaged, such as children and pregnant women, are exposed to the dangers of heat waves, so the government's practical measures are urgently needed. In this study, we will build a visualization platform for each level of heat wave and provide the necessary countermeasure solution according to the heat wave risk. "The Hazard Visualization Platform for Heatwave" provide not only simple information, but also a customized safety service for citizens to prevent heatwaves, respond to heatwaves, and utilize heat wave information.

A New Reflective Display Mode for Antiferroelectric Liquid Crystal

  • Park, Won-Sang;Kim, Sung-Chul;Lee, Gi-Dong;Yoon, Tae-Hoon;Kim, Jae-Chang
    • Journal of Information Display
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    • 제1권1호
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    • pp.48-51
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    • 2000
  • In this work, we proposed a reflective antiferroelectric liquid crystal display (AFLCD) using a half-wave cell whose inplane tilt angle is $22.5^{\circ}$. To check the validity of our design, we fabricated a reflective half-wave AFLC cell of which inplane tilt angle is $24.9^{\circ}$, and measured VIS reflection spectra, contrast ratio and response time. In the results, the half-wave AFLC cell in the reflective configuration exhibits high brightness, high contrast ratio of 20:1, and fast response time of $700{\mu}s$.

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격자 사각 루프 형태를 갖는 주파수 선택 반사기 (Frequency selective surface with gridded square-loop elements)

  • 고지환;음만석
    • 전자공학회논문지D
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    • 제34D권9호
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    • pp.7-14
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    • 1997
  • A rigorous analysis method of electromagentic scattering from frequency selective surface with gridded square loop elements in case of oblique incident and arbitrary polarization is presented, which uses the roof-top subdomain basis function. The frequency response and polarization characteristics of the reflected wave and the transmitted wave for various widths of the grid and the conductor square loop, and for the various gaps between the grid and the conductor square loop, and for the various gaps between the grid and square loop is investigated. To confirm the validity of presented method, frequency selective surfaces with gridded square loop elements are fabricated with honeycomb structures, calculate dvalues for the frequency response of the reflected wave and the transmitted wave for arbitrary incident angle and polarization are compared with measured values.

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고성토 제방의 부지응답해석을 위한 전단강성 평가 (Evaluation of Stiffness Profile for Site Response Analysis of Highly-Elevated Earth-fill Embankment)

  • 조성호;노리나;하사눌
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.872-879
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    • 2010
  • High rock-fill embankment is relatively flexible, which makes crest of embankment subject to excessive amplification in displacement due to earthquake loading. To overcome problems related with site response in high embankment, it is essential to evaluate shear-wave velocity profile of the embankment with improved accuracy and reliability. In this aspect, an experimental research was performed to answer how to perform surface-wave tests and to analyze measurements at an embankment site with a sloping ground surface. Unlike flat ground surface, sloping ground may hamper and slow down propagation of surface waves due to multiple reflections and refractions in embankment. To figure out this reasoning for the effect of multiple reflections and refractions due to sloping surface, surface wave tests were performed at a reservoir embankment of Chung-Song in North KyeongSang Province. Parameters involved in surface wave tests at non-flat surface, including source directionality, geometry-related constraint and frequency components in source function, were investigated using field measurements.

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