• 한국지반공학회논문집
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• 제21권4호
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• pp.145-154
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• 2005

러브파와 레일리파는 표면파로서 각 파가 가지는 분산특성을 활용하여 지반의 강성주상도를 파악할 수 있는 특징을 가지고 있다. 이 중 러브파는 한 방향에 대한 응력-변위만 고려하면 되기 때문에 수치적 모델링이 간단하다. 전파시에는 이론적으로 체적파의 영향 및 밀도의 변화가 없어 각 각의 물성치를 갖는 다층구조지반에서 적용성이 높다고 할 수 있다. 이러한 장점을 활용하여 최종적으로는 단파장에 유리한 러브파와 장파장에 유리한 레일리파의 분산정보를 같이 이용하여 동시역산해석을 할 수 있는 기법을 제안하고자 한다. 해석기법은 크게 3가지로 구성되는데, 러브파와 레일리파의 정모델링 해석을 위해 전달행렬법의 구성, 대상 지반의 시스템 결정을 위한 민감도행렬의 구성 그리고 역산해석기법인 Damped Least Square Solution (DLSS)이다. 동시역산의 방법은 민감도행렬을 구성할 때 레일리파와 러브파의 분산정보가 동시에 사용되며, 계산된 민감도행렬을 역산해석하여 지반의 전단파 주상도를 반복적으로 계산하게 된다. 동시역산해석의 목적은 각 파의 주파수 기여도가 다른 점을 활용함으로서 역산결과의 정확도와 수렴도를 향상하고자 함이다.

• The Journal of Asian Finance, Economics and Business
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• 제8권3호
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• pp.331-339
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• 2021

The youths are characterized by their reckless and ambitious behavior. They exhibit a strong tendency to make risky decisions that may jeopardize their future. These qualities are also in line with their experience-seeking behavior. As young entrepreneurs aim high in profit-seeking activities, their ethical stance may be compromised. Moreover, their money profile increases at an accelerated pace, leading them to love money even more. Quantitatively, this study was the first to investigate the behavior of young entrepreneurs in terms of their love of money, religiosity, and ethical perceptions by adopting the hadith perspective in Islamic tradition by developing the scales of all constructs. The respondents were 261 members of the Indonesian Young Entrepreneur Association in Sulawesi Selatan, Indonesia. This study also examined gender as the moderating variable. This study found that the love of money affects ethical perception negatively; on the other hand, religiosity positively affected ethics. Gender is found to moderate religiosity, but not love of money. These results signify the harmful impact of loving money too much on young entrepreneurs' ethics; furthermore, the scales developed from hadith revelation were able to capture the empirical findings significantly.

• 한국지반공학회논문집
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• 제21권4호
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• pp.155-165
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• 2005

러브파와 레일리파는 표면파로서 각 파가 가지는 분산특성을 활용하여 지반의 강성주상도를 파악할 수 있는 특징을 가지고 있다. 이 중 러브파는 한 방향에 대한 응력-변위만 고려하기 때문에 수치적 모델링이 간단하고 전파시에는 이론적으로 체적파의 영향 및 밀도의 변화가 없어 각 각의 물성치를 갖는 다층구조지반에서 적용성이 높다고 할 수 있다. 이러한 장점을 활용하여 러브파와 레일리파의 분산정보를 같이 이용하여 동시역산해석을 할 수 있는 기법이 제안되었다. 동시역산해석기법은 본 논문을 통하여 수치해석, 이론모델, 그리고 현장시험을 통하여 검증되었다. 수치해석에서는 2, 3차원 유한요소해석과 전달행렬법의 결과를 비교하였고, 이론모델해석에서는 각 각의 역산해석에서의 결과를 서로 비교하여 검토하였다. 더불어, 현장에서 SASW시험을 수행하여 제안된 동시역산해석기법의 적용성을 검토하였다. 검토 결과, 각 표면파의 정보를 동시에 고려하는 것이 과도한 발산을 방지하고 해의 정확도를 향상시키는 것으로 확인되었다.

• Tribology and Lubricants
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• 제19권6호
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• pp.357-364
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• 2003

The sub­surface stress field beneath the gear's contact surface caused by the contact pressure in lubricated condition has been calculated. To evaluate the influence of the clearance shape on the stress field, two kinds of tooth profile models were chosen. One is the conventional cylinder contact model and the other is the new numerical model. Love's rectangular patch solution was used to obtain the sub­surface stress field. The analysis results show that the sub­surface stress is quite dependent on both the contact pressure and the profile model. The maximum effective stress of the new model is lower than that of the old model. The depth where the maximum effective stress occurs in the new model is not proportional to the intensity of the external load.

• Journal of Advanced Marine Engineering and Technology
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• 제26권2호
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• pp.174-180
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• 2002

The subsurface stress field beneath the roller's contacting surface due to the contact pressure in lubricating condition has been calculated. Main purpose of this study in view of engineering is to prove the validity of the numerical profile roller presented by Koo et al. The Love's rectangular patch solution was used to obtain the subsurface stress field. The stress field of the numerical profile roller was compared with the one of the existing dub-off profile roller The analysis results show reduced subsurface stresses for the numerical profile roller.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2000년도 춘계학술대회논문집 - 한국공작기계학회
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• pp.659-664
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• 2000

In this paper, We have discussed on the modeling of machined outer geometry which was established for the case of round shape machining, also the effects of externally machined profile are analyzed and its modeling realiability was verified by the experiments of roundness testing, especially in lathe operation. In this study, we established harmonic geometric model with the parameter harmonic function. In general, we can calculate the theoretical roundness profile with arbitrary multilobe parameter. But in real experiments, only 2-5 lobe profile was frequently measured. the most frequently ones are 3 and 5 lobe profile in experiments. With this results, we can predict that these results may be applies to round shape machining such as turning, drilling, boring, ball screw and cylindrical grinding operation in bearing and shaft making operation with the same method. In this study, simulation and experimental work were performed to show the profile behaviors. we can apply these new modeling method in real process for the prediction of part profile behaviors machined such as in round shape machining operation.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.338-345
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• 2005

Recently, surface-wave methods have been widely used for site investigation due to economic advantage and improved reliability. Specially, the Spectral-Analysis-of-Surface-Wave (SASW) method has been used to evaluate soil properties in geotechnical engineering. In determination of subgrade stiffness by SASW measurements, only the vertical Rayleigh waves have been used. This study proposed a framework to determine shear-wave velocity profiles by using vertical and horizontal Rayleigh waves and Love wave all together. In addition, the Common-Array-Profiling(CAP) SASW method was employed, which subgrade stiffness of profile the local material under two fixed receivers. The procedure proposed in this study was verified by comparing the shear-wave velocity profiles with the shear-wave velocity profiles of downhole testing at two geotechnical sites.

• KSTLE International Journal
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• 제5권1호
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• pp.14-22
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• 2004

The sub-surface stress field beneath the gear's contact surface caused by the surface pressure in lubricated condition is analyzed. To evaluate the influence of the clearances between a gear tooth and a pinion tooth on the stress field, two kinds of tooth profile models - conventional cylinder contact model and new numerical model - were chosen. Kinematics of the gear is taken into account to obtain the numerical model which is the accurate geometric clearances between a gear tooth and a pinion tooth. Transient elasto-hydrodynamic lubrication (EHL) analysis is performed to get the surface pressure. The sub-stress field is obtained by using Love's rectangular patch solution. The analysis results show that the sub-surface stress is quite dependent on both the surface pressures and the profile models. The maximum effective stress of the new model is lower than that of the old model. The depth where the maximum effective stress occurs in the new model is not proportional to the intensity of the external load.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.697-700
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• 2003

The SASW method is a promising and effective way of profiling ground stiffness nondestructively. This method has been successfully applied to many geotechnical sites, but significant lateral variability, embedded obstacles, and pavement lead to the low reliability. To improve these problems, the horizontal wave component has been introduced to improve the reliability of the stiffness profile determined by the SASW method. To understand dispersion character of the horizontal component wave propagation in artificial profiles, FEM analysis had been performed. Used models are homogeneous half-space and two layered half- spaced layers.

• 한국지반공학회논문집
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• 제21권4호
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• pp.71-81
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• 2005

지반의 표면에서 비파괴적으로 지반의 구조나 하부강성을 구하는 표면파 기법의 초기형태는 2차원 평면파의 측정과 해석에 기반을 두었으나, 이후 3차원 입체파에 기반을 두는 형태로 발전하였다. 그러나 체적파의 간섭, 근접장 효과, 표면파 측정해상도의 한계 등으로 인하여 3차원 입체파의 활용은 제한적이었고, 측정 지반을 대표하는 1차원 평가에 국한되었다. 본 연구에서는 SASW 시험의 수치모델링을 통하여 수직 레일레이파, 수평 레일레이파, 러브파 등의 표면파 전파 특성을 3차원 영역에서 심도있게 고찰하였으며, 표면파의 근접장 효과를 최소화하기 위한 새로운 필터조건을 정립하였고, 결과적으로 CAP(common-array-profiling)-SASW라는 기법이라고 하는 개선된 표면파 기법을 제안하게 되었다. CAP-SASW 기법의 적용으로 인하여 좁은 폭의 지반단면에 대한 전단파 속도 주상도 평가가 가능하게 되었고, 지반 단면에 대한 2차원 지반강성 평가도 가능하게 되었다. 본 연구에서 제안한 기법의 검증을 위하여 자연 지반을 대상으로 하여 CAP-SASW 시험, 기존 SASW 시험, 다운홀 시험 등을 수행하여 획득된 전단파 주상도를 비교하였다.