• 대한의용생체공학회:의공학회지
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• 제20권3호
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• pp.307-314
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• 1999

M-wave 는 신경전도 연구에 있어서 후기반응 현상 중 직접적인 반응으로, 반응 후 일정시간내에 정보가 존재하는 단발 반응의 특성을 가지고 있다. 이러한 M-wave 는 신경계통의 질환을 진단하기 위한 유용한 요소이며, 따라서 M-wave 의 형태 및 시간에 관한 정보가 간단히 표현될 수 있다면 신경질환 연구에 많은 도움이 될 것이다. 따라서 본 연구에서는 Ar 모델링 방법이 이러한 M-wave 의 정보 압축에 있어서 효과적임을 증명하였다. 이로 인해 먼저 실제로 측정된 M-wave 신호에서 Ar 파라메터를 추정하였으며, 추정된 파라메터를 가지고 근사화한 곡선과 최근의 M-wave의 정보압축에 관한 연구인 Hermite 변환을 이용한 방법에 따른 근사화 곡선을 비교하였다. 제안된 방법의 구체적인 검증을 위해 실신호와 근사화 곡선의 정규화 평균자승오차(NMSE)를 구하여 비교하였다. 결론적으로 M-wave 의 정보를 압축하는데 있어 Hermite 변환은 30개의 파라메터가 필요한 반면, 본 연구에서 제시한 AR 모델링방법은 3개의 파라메터만 가지고도 효과적으로 M-wave 의 특징을 압축할 수 있음을 보였다.

• 대한의용생체공학회:의공학회지
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• 제27권2호
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• pp.47-52
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• 2006

The purpose of this study was to predict successful defibrillation in ventricular fibrillation using parameters extracted by wave analysis method and neuro-fuzzy. Total 15 dogs were tested for predicting successful defibrillation. Feature parameters were extracted for return of spontaneous circulation (ROSC) and non-ROSC by wave analysis method, and these parameters are an irregularity factor, spectral moments, mean power of level-crossing spectrum, and mean of alpha-significant value. Additionally, two parameters by analyzing method of frequency were extracted into a mean of power spectrum and a mean frequency. Then extracted parameters were analyzed in which parameters result to have high performance of discriminating ROSC and non-ROSC by a statistical method of t-test. The average of sensitivity and specificity were 62.5% and 75.0%, respectively. The average of positive predictive factor and negative predictive factor were 61.2% and 75.8%, respectively.

• Ocean Science Journal
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• 제41권4호
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• pp.245-254
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• 2006

Long term wave climate of both extreme wave and operational wave height is essential for planning and designing coastal structures. Since the field wave data for the waters around Korean peninsula is not enough to provide reliable wave statistics, the wave climate information has been generated by means of long-term wave hindcasting using available meteorological data. Basic data base of hindcasted wave parameters such as significant wave height, peak period and direction has been established continuously for the period of 25 years starting from 1979 and for major 106 typhoons for the past 53 years since 1951 for each grid point of the North East Asia Regional Seas with grid size of 18 km. Wind field reanalyzed by European Center for Midrange Weather Forecasts (ECMWF) was used for the simulation of waves for the extra-tropical storms, while wind field calculated by typhoon wind model with typhoon parameters carefully analyzed using most of the available data was used for the simulation of typhoon waves. Design wave heights for the return period of 10, 20, 30, 50 and 100 years for 16 directions at each grid point have been estimated by means of extreme wave analysis using the wave simulation data. As in conventional methodsi of design criteria estimation, it is assumed that the climate is stationary and the statistics and extreme analysis using the long-term hindcasting data are used in the statistical prediction for the future. The method of extreme statistical analysis in handling the extreme vents like typhoon Maemi in 2003 was evaluated for more stable results of design wave height estimation for the return periods of 30-50 years for the cost effective construction of coastal structures.

• Earthquakes and Structures
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• 제12권6호
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• pp.619-628
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• 2017

The intent of this paper is to investigate the propagation of Love waves in a dry sandy medium sandwiched between fiber-reinforced layer and prestressed porous half-space. Separate displacement components have been deduced in order to characterize the dynamics of individual materials. Using suitable boundary conditions, the frequency equation has been derived by means of separation of variables which reveals the significant role of reinforcement parameters, sandiness, thickness of layers, porosity and prestress on the wave propagation. The phase velocity of the Love wave has been discussed in accordance with its typical cases. In both cases when fiber-reinforced and dry sandy media are absent, the derived equation of Love type wave coincides with the classical Love wave equation. Numerical computations have been performed in order to graphically illustrate the dependencies of different parameters on phase velocity of Love waves. It is observed that the phase velocity decreases with the increase of parameters pertaining to reinforcement and prestress. The results have certain potential applications in earthquake seismology and civil engineering.

• 한국산업정보학회논문지
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• 제21권1호
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• pp.7-15
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• 2016

해양의 파랑 파라미터는 해상 교통의 운행과 항해에 있어 안전성과 더불어 효율성을 위해 매우 중요하다. 본 논문에서는 X-대역의 해양 레이더를 이용하여 해류 속도, 파랑 파라미터와 같은 해상의 표현정보를 수집하는데 효율적인 알고리즘을 개발한다. 특히, 제안된 방식은 고정된 제어 방식을 사용하는 것 대신에 반복적인 보정 과정을 채택함으로써, 최적화된 해류 속도를 효과적으로 계산할 뿐만 아니라, 최적화된 방식으로 비용함수를 도입하도록 설계된다. 실험을 통해서 제안한 알고리즘은 기존의 알고리즘에 비해서 파랑 정보를 추출하는데 매우 효과적임을 보인다.

• 한국항해학회지
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• 제13권3호
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• pp.45-65
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• 1989

Various typhoon data near Yongil Bay, Korea from 1961 to 1985 were collected with some critria and analyzed with the help of the computer. Introducing the pressure profile models and predicting the typhoon wind and wave fields, the 100-year design wave parameters were calculated. Additionally, the wave data at the southeast coast of Korea were statistically analyzed. The deep water wave climate of this bay indicated that Typhoon Brenda, 1985 had wave characteristics of 100-year return period, Typhoon model and storm surge model studies were made for this typhoon. These, including other design parameters, were introduced into the calculation of total design water depth.

• Steel and Composite Structures
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• 제37권1호
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• pp.27-35
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• 2020

This study examines the wave propagation of the functionally graded polymer composite (FG-PC) nanoplates reinforced with graphene nanoplatelets (GNPs) resting on elastic foundations in the framework of the nonlocal strain gradient theory incorporating both stiffness hardening and softening mechanisms of nanostructures. To this end, the material properties are based on the Halpin-Tsai model, and the expressions for the classical and higher-order stresses and strains are consistently derived employing the second-order shear deformation theory. The equations of motion are then consistently derived using Hamilton's principle of variation. These governing equations are solved with the help of Trial function method. Extensive numerical discussions are conducted for wave propagation of the nanoplates and the influences of different parameters, such as the nonlocal parameter, strain gradient parameter, weight fraction of GNPs, uniform and non-uniform distributions of GNPs, elastic foundation parameters as well as wave number.

• 대한암한의학회지
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• 제26권1호
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• pp.29-37
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• 2021

Objectives: The purpose of this study is to examine whether heart rate variability (HRV) and pulse wave of cancer patients can be used as indicators of their health status and prognosis. Methods: We retrospectively compared HRV, pulse wave and body mass index (BMI) of cancer patients and healthy individuals who visited W hospital from November of 2020 to October of 2021. Results: As a result of comparing HRV and pulse wave parameters between cancer patients and healthy subjects, among HRV indices, mean heart rate (MHR), standard deviation of normal to normal (SDNN) and total power (TP), very low frequency (VLF) showed significant differences between two groups. Cancer patients' pulse wave parameters showed more rapid and superficial than that of healthy subjects. Also, cancer patients weighed less and had lower BMI. Conclusion: For increased MHR, decreased SDNN, rapid and superficial pulse wave can be indicators of poor prognosis of cancer patients, keep monitoring HRV and pulse wave can help to manage patients efficiently.

• Geomechanics and Engineering
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• 제30권5호
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• pp.449-460
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• 2022

Safe underground construction in a rock mass requires adequate ground investigation and effective determination of rock conditions. The estimation of rock mass behavior is difficult, because rock masses are innately anisotropic and heterogeneous at different scales and are affected by various environmental factors. Quantitative rock mass classification systems, such as the Q-system and rock mass rating, are widely used for characterization and engineering design. The measurement of rock classification parameters is subjective and can vary among observers, resulting in questionable accuracy. Geophysical investigation methods, such as seismic surveys, have also been used for ground characterization. Torsional shear wave propagation characteristics in cylindrical rods are equal to that in an infinite media. A probabilistic quantitative relationship between the Q-value and shear wave velocity is thus investigated considering long-wavelength wave propagation in equivalent continuum jointed rock masses. Individual Q-system parameters are correlated with stress-dependent shear wave velocities in jointed rocks using experimental and numerical methods. The relationship between the Q-value and the shear wave velocity is normalized using a defined reference condition. This relationship is further improved using probabilistic analysis to remove unrealistic data and to suggest a range of Q-values for a given wave velocity. The proposed probabilistic Q-value estimation is then compared with field measurements and cross-hole seismic test data to verify its applicability.

• 한국해양학회지:바다
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• 제8권3호
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• pp.274-284
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• 2003

본 연구에서는 제 3세대 파랑 모형인 WAVEWATCH-III모델 (Tolman, 1999)과 기상청 해양기상 관측부이(4기) 자료를 이용하여 파랑인자 특성에 관한 분석이 이루어졌다. 풍속이 증가한 후 약 2-3시간 후에 유의파고가 커지고, 풍속과 유의파고의 상관성은 비교적 외해에 위치한 동해 부이에서 크게 나타났다. 육풍 발생 시 두 인자 사이의 상관계수 값이 급격히 떨어졌으며, 풍속과 파고 편차 시계열 자료에서는 동채부이를 제외하고 지배적인 조석주기가 발견되었다 부이 자료와의 비교를 통하여 WAVEWATCH-III모델의 파랑 모의 성능을 진단한 후에, 쿠로시오 해역과 동해 해역의 수치 실험을 통해서 파랑의 진행 방향에 대해 반대 방향으로 해류가 흐를 때는 파고는 높아지고, 파장은 짧아진다는 사실을 재확인했다. 또한 이러한 효과는 풍속이 약하거나 해류가 강할 때 더 커지는 양상을 나타냈으며 이에 대한 정량적인 결과를 제시하였다.