• 한국해양환경ㆍ에너지학회지
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• 제14권2호
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• pp.138-145
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• 2011

이 논문에서는 Monte Carlo method를 이용하여 주어진 파랑스펙트럼에서 위상차를 임의의 수 (random number)를 발생시켜 파형의 시계열 자료를 시뮬레이션하여 freak wave의 발생 특성을 살펴보았다. 여러 가지 상태의 해상상태를 스펙트럼법에서 정의한 유의파고 $H_s$와 유의파첨도 $S_s$의 조합을 이용해서 표시하였다. 유의파첨도가 동일한 경우에는 $H_s$가 커질수록 freak wave 발생 확률이 낮아지며 $H_s$가 동일한 경우 유의파첨도가 커질수록 freak wave 발생확률이 높아진다. 주어진 해상상태에서 최대파고 $H_{max}$의 평균은 $S_s$의 값이 증가함에 따라 조금씩 증가한다. 그러나 freak wave의 평균파고는 $S_s$에 관계없이 일정한 값을 가지며 freak wave 파고의 평균은 $H_s$의 2배가 된다. $S_s$가 일정한 경우 $H_s$가 증가하면 파형의 평균 첨도(kurtosis)가 증가한다. 그러나 $H_s$가 일정한 경우 $S_s$가 증가하면 첨도의 평균은 감소한다. Freak wave 발생 기준인 이상지수(Abnormality index, AI)의 평균값은 $H_s$와 $S_s$에 관계없이 2.11 정도의 값을 가지며 AI의 최대값은 2.5-3.0 사이의 값을 가진다. 따라서 Linear focusing에 의해서 발생한 freak wave의 AI의 상한 값은 3.0 정도라고 추정할 수 있다.

• Geomechanics and Engineering
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• 제37권6호
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• pp.577-590
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• 2024

With increasing demand for nuclear power generation, nuclear structures are being planned and constructed worldwide. A grave safety concern is that these structures are sensitive to large-magnitude shaking, e.g., during earthquakes. Seismic response analysis, which requires P- and S-wave velocities, is a key element in nuclear structure design. Accordingly, it is important to determine the P- and S-wave velocities in the Gyeongju and Pohang regions of South Korea, which are home to nuclear power plants and have a history of seismic activity. P- and S-wave velocities can be obtained indirectly through a correlation with physical properties (e.g., N values, Young's modulus, and uniaxial compressive strength), and researchers worldwide have proposed regression equations. However, the Gyeongju and Pohang regions of Korea have not been considered in previous studies. Therefore, a database was constructed for these regions. The database includes physical properties such as N values and P- and S-wave velocities of the soil layer, as well as the uniaxial compressive strength, Young's modulus, and P- and S-wave velocities of the bedrock layer. Using the constructed database, the geological characteristics and distribution of physical properties of the study region were analyzed. Furthermore, models for predicting P- and S-wave velocities were developed for soil and bedrock layers in the Gyeongju and Pohang regions. In particular, the model for predicting the S-wave velocity for the soil layers was compared with models from previous studies, and the results indicated its effectiveness in predicting the S-wave velocity for the soil layers in the Gyeongju and Pohang regions using the N values. The proposed models for predicting P- and S-wave velocities will contribute to predicting the damage caused by earthquakes.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.392-399
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• 2005

Shear modulus (or rigidity) of dam material is an important parameter which can be directly associated with the deformation of dam. Seepage or leakage of water can cause the defects or cracks of dam body. The existence of cracks and rigidity of dam body are decisive information for the estimation of dam safety. Rigidity of material is mainly determined from S-wave velocity and the defects of dam body can be detected by seismic reflection survey. Therefore, seismic reflection survey will be a desirable method which can give a solution about dam safety problem. Among various physical properties of dam body, S-wave velocity is the most important information but it is not easy to get the information. In this study, diverse measuring techniques of S-wave reflection survey were attempted to get the information about S-wave velocity of dam body. Ultimately, S-wave velocity could be estimated by the analysis of SH reflection events which can be easily observed in shot gather data obtained from SH measuring technique. Meanwhile, P-wave reflection survey was also performed at the same profile. P-beam radiation technique which can reduce the surface waves and reinforce the P-wave reflection events was applied for giving a help to analyse P-wave velocity. In the end, P-and S-wave velocity, Vs/Vp, Poisson's ratio distribution of the vertical section under the profile could be acquired.

• 한국해양공학회지
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• 제27권1호
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• pp.102-108
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• 2013

In this paper time series wave data, which were measured at the Draupner platform in the North Sea on 1995, are used to investigate statistical characteristics of nonlinear wave. Various statistical properties based on time and frequency domain are examined. The Gram-Chalier distribution fits the probability of wave elevation better than the Gaussian distribution. The skewness of wave profile is 0.393 and the kurtosis is 4.037 when the freak wave is occurred. The nonlinearity of D1520 data is higher than two adjacent wave data. AI index of the New Year Wave is 2.11 and the wave height is 25.6m. The zero crossing wave period of the New Year Wave is 12.5s which is compared to the average zero up-crossing period 11.3s. The significant steepness of wave data is 0.077 when the freak wave was occurred. H1/3/${\eta}_s$ does not increases as the kurtosis increases and the values is close to 4. The New Year Wave belongs to highly nonlinear wave data packet but the AI index is within linear focusing range.

• Geomechanics and Engineering
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• 제8권3호
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• pp.377-390
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• 2015

The governing equations of wave propagation in one dimension of elastic continuum materials are investigated by taking the influence of the initial stress into account. After a short review of the theory of elastic wave propagation in a rock mass with an initial stress, results indicate that the initial stress differentially influences P-wave and S-wave propagation. For example, when the initial stress is homogeneous, for the P-wave, the initial stress only affects the magnitude of the elastic coefficients, but for the S-wave, the initial stress not only influences the elastic coefficients but also changes the governing equation of wave propagation. In addition, the P-wave and S-wave velocities were measured for granite samples at a low initial stress state; the results indicate that the seismic velocities increase with the initial stress. The analysis of the previous data of seismic velocities and elastic coefficients in rocks under ultra-high hydrostatic initial stress are also investigated.

• 복식
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• 제56권4호
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• pp.124-133
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• 2006

Human hair could be damaged by various physicochemical conditions and treatment. Permanent and decoloring treatment were the most serious factor on hair damage. The new permanent wave lotion containing Permeation enhancers such as Cremophor EL, Transcutol and propylene glycol based on cysteine permanent wave lotion were prepared. Efficiency of permanent wave and hair damage following pH of permanent wave lotion and addition of permeation enhancer were investigated. PH of solution, wave efficiency, loss of protein from hair, morphology of hair by SEM and solubility of alkaline solution were evaluated. The addition of Cremophor EL and Transcutol with ethanol increased permanent wave efficacy and decreased hair damage effectively. They diminished permanent wave lotion's pH and augmented permanent wave lotion's penetration compare to cysteine permanent wave lotion. new permanent wave lotion containing permeation enhancers such as Cremophor EL could be a good candidate for a new permanent wave lotion.

• Journal of Astronomy and Space Sciences
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• 제33권3호
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• pp.197-205
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• 2016

We investigated two flares in the solar atmosphere that occurred on June 3, 2012 and July 6, 2012 and caused propagation of Moreton and EIT waves. In the June 3 event, we noticed a filament winking which presumably was caused by the wave propagation from the flare. An interesting feature of this event is that there was a reflection of this wave by a coronal hole located alongside the wave propagation, but not all of this wave was transmitted by the coronal hole. Using the running difference method, we calculated the speed of Moreton and EIT waves and we found values of 926 km/s before the reflection and 276 km/s after the reflection (Moreton wave) and 1,127 km/s before the reflection and 46 km/s after the reflection (EIT wave). In the July 6 event, this phenomenon was accompanied by type II and type III solar radio bursts, and we also performed a running difference analysis to find the speed of the Moreton wave, obtaining a value of 988 km/s. The speed derived from the analysis of the solar radio burst was 1,200 km/s, and we assume that this difference was caused by the different nature of the motions in these phenomena, where the solar radio burst was caused by the propagating particles, not waves.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.84-90
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• 2009

An integrity testing for stone columns was attempted using crosshole S-wave logging. The method is conceptionally quite similar to the crosshole sonic logging (CSL) for drilled piers. The critical difference in the logging is the use of s-wave rather than p-wave, which is used in CSL, because s-wave is the only wave sensing the stiffness of slower unbounded materials than water. An electro-mechanical source, which can generate reversed S-wave signals, was utilized in the logging. The stone column was delineated from the S-wave travel times across the stone column, and taking S-wave velocities of the crushed stone and surrounding soil into account. The volume calculated from the diametrical variance delineated is very close to the actual quantity of the stone filled.

• 한국음향학회지
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• 제27권4호
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• pp.171-177
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• 2008

본 논문에서는 편경 제작에 사용되는 경석 표본의 기본적인 역학적 물성을 측정하였다. 물성값들은 돌을 파괴하지 않고 음파를 이용하여 측정되었고, 측정한 물성값들은 경석 표본의 밀도 및 준종파 (extensional wave)와 굽힘파 (bending wave)의 고유 진동 주파수, 그리고 이를 통하여 구한 영률 (Young's modulus)이다. 영률을 구하기 위하여 준종파와 굽힘파의 주파수 스펙트럼 분석을 통해 얻은 첫 번째 고유 진동 주파수 값을 이용하였고, 보의 준종파와 굽힘파에 대한 이론적 고찰과 실험으로 경석 표본의 영률을 구하였다. 그 결과, 준종파와 굽힘파의 고유 진동 주파수로 2%의 이내의 편차를 갖는 경석 표본의 영률을 구하였다.

• 대한전자공학회논문지TC
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• 제42권3호
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• pp.33-38
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• 2005

본 논문에서는 표면 마이크로 머시닝 기법으로 구현된 DAML (Dielectric-supported Airbridge Microstrip Line) 형태의 새로운 구조를 이용하여 $180^{\circ}$ 링 하이브리드 결합기를 설계 및 제작 하였다. DAML 구조로 이용하여 제작된 결합기는 60 GHz 중심 주파수에서 3.58 dB의 S31과 3.31 dB의 S21과 61 GHz에서 16.17 dB 이상의 S11과 55 dB 이상의 S41를 얻을 수 있다. 결합기의 크기를 줄이기 위하여 slow wave 구조가 삽입된 결합기를 설계 제작하였으며 크기를 $33\%$ 정도 줄일 수 있는 효과를 얻을 수 있었다.