• Journal of the Korean Society for Railway
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• v.18 no.1
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• pp.53-62
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• 2015

LWDT was developed for use as an alternative technique to measure the stiffness of trackbed soils. In this study, numerical and theoretical analyses of LWDT's acting mechanism were performed. The effectiveness of the adapted elastic formula used for calculation of the dynamic modulus, Evd, was investigated theoretically and also numerically by running ABAQUS analysis. The minimum thickness of the upper layer is proposed based on the analysis. Correction factors for the formula of elastic modulus are also proposed in this study. In the future, following field test results and laboratory mechanical tests such as the resonant column test, a guideline for the use of LWDT as a standard test protocol in track construction sites, as a measuring tool for the degree of compaction and/or stiffness and dynamic modulus, will be proposed based on this analysis.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• v.1
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• pp.205-210
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• 2006

The impact forces of the highly nonlinear waves are one of the important factors in designing the ocean structures. The impact forces are very difficult to analyze numerically and experimentally because they are impulsive in magnitude and occur instantaneously. In this study the numerical program based on N.S. equations are used to investigate the impact forces of steep waves where the waves are gene rated by the wave maker in the numerical wave basin. The arbitrary steep waves are generated by the superposition of waves of single frequency and the impact forces on vertical cylinder are simulated on the multiblock grids. V.O.F. and the local height function methods are used to track the free surfaces. To validate the numerical analysis the numerical results are compared with the experimental ones and the acceptable agreements are found. It is thought that more studies on the simulations of the incoming breaking waves and the impact forces on the vertical cylinder should be made to obtain the useful results to be applied in the offshore design.

• Journal of Biomedical Engineering Research
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• v.24 no.6 s.81
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• pp.495-500
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• 2003

The purpose of this investigation was to study the kinematics of joints between the foot segments based on computer graphic model during the stance? phase of walking. In the model, all joints were assumed to act as monocentric. single degree of freedom hinge joints. The motion of foot was captured by a video collection system using four cameras. The model fitted in an individual subject was simulated with this motion data. The range of motion of the first tarsometatarsal joint was $-8^{\circ}\;\~\;-13^{\circ}$, and the first metatarsophanlangeal joint was $-13^{\circ}\;\~\;-48^{\circ}$. The kinematic data of tarsometatarsal joint and metatarsophanlangeal joint were similar to the previous data. Therefore, our method based on the graphical computer model is considered useful.

• Journal of the Korean GEO-environmental Society
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• v.20 no.4
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• pp.5-9
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• 2019

This paper is to provide the results of a pilot study of the usability and possibility of impact force response signal induced from impacting an object for the assessment of compressive strength of various materials (rock, concrete, wood, etc.) nondestructively. For this study, a device was devised for impacting an object and measuring the impact force. The impact was carried out by an initial rotating free falling impact and following repetitive impacts from the rebound action which eventually disappears. Wood and rock test specimens for different strengths were tested and an impact force response signal was measured for each test specimen. The total impact force signal energy which is assessed from integrating the impact force response signal was compared with the directly measured compressive strength for each specimen. The comparison showed that the total impact force signal energy has a direct relationship with the directly measured compressive strength and the results clearly indicated that the compressive strength of construction materials can be assessed nondestructively using total impact force signal energy which is assessed from integrating the impact force response signal induced from impacting an object.

• Plant Journal
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• v.17 no.3
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• pp.42-46
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• 2021

The equation of motion of the drill string along the excavation trajectory was analyzed using the Lagrangian approach together with the finite element method (FEM). A drill string of circular cross section is constructed by combining a plurality of circular axes each having 12 degrees of freedom (DOF). FEM analysis can observe the vibration and dynamic changes of the entire drill string, and it is easy to apply comprehensive boundary conditions to reproduce the simulation of a realistic drill string. In this study, the constructed FEM motel was simulated. In order to apply the FEM program to the actual drill trajectory, the dynamic analysis of the curved beam was verified by comparison with the actual values. The dynamic change over time was observed.

• Journal of the Korean GEO-environmental Society
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• v.23 no.10
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• pp.13-19
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• 2022

This paper is to provide the results of usability of the impact force response signal induced from initial and successive rebound impacting a rock specimen for assessing the compressive strength of rock non-destructively. For this study, a device was devised for impacting a rock specimen and a system for measuring the impact force was set up. The impact was carried out by an initial rotating free falling impact and following repetitive impacts from the rebound action which eventually disappears. Three different kinds of rock specimen were tested and an impact force response signal was measured for each test specimen. The total impact force signal energy which is assessed from integrating the impact force response signal induced from initial and rebound impacts was compared with the directly measured compressive strength for each rock specimen. The comparison showed that the total impact force signal energy has a direct relationship with the directly measured compressive strength and the results clearly indicated that the compressive strength of rock can be assessed non-destructively using total impact force signal energy.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.504-504
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• 2023

최근 세계적인 기후변화로 인한 홍수의 빈도 및 규모가 커지게 되면서 최초 구조물의 설계시의 설계용량을 초과하는 국지적 집중호우가 발생하고 있다. 이는 도시방재를 위하여 기계획하였던 내수배제 시스템의 설계성능을 넘어 도시지역에 침수를 유발하게 된다. 이에 대한 해결책으로 도시의 내수배제 시스템을 개선하기 위한 우수저류조, 우수관거개선 등이 이루어지고 있지만 설치 이후 구체적인 효과분석이 이루어지지 않고 있다. 본 연구에서는 우수저류시설의 설치 여부에 따른 침수발생 양상을 분석하고 우수저류시설 침수저감효과를 정량적으로 분석할 수 있는 방안을 제시하였다. 이를 위하여 XP-SWMM을 이용하여 2차원 침수해석 모의를 실시하였고 다양한 조건에서의 모의를 위하여 2차원 침수해석 모의조건을 설정하였다. 기계획된 우수저류시설의 설계시의 임계지속기간을 기준으로 IDF Curve를 통하여 설계강우량, 확률강우량 및 방재성능목표량을 재산정하였고 Huff4분위법을 이용하여 강우분포를 시켜 XP-SWMM에 적용하였다. 또한, 유역 최종 방류구에서 기점수위 조건과 자유방류 조건을 분리하여 모의하였으며 최종적으로 우수저류시설의 설치여부에 따른 2차원 침수해석을 실시하였다. 2차원 침수모의 결과를 이용하여 월류량의 저감율과 격자별 침수심 분포 분석을 진행하였다. 월류량은 총량적인 지표를 가지고 있지만 격자별 침수심 분포 분석은 격자의 최대 침수심을 0.1m 간격으로 나누어 각 단계별 침수심 격자의 발생빈도를 산정하였다. 제안된 방법을 사용하여 분석을 진행한결과 우수저류조를 설치한 후에 격자의 최대침수심이 더 낮은 침수심 단계로 이동한 현상을 확인하였다. 이는 구조물의 설치 후에도 침수가 일어난다는 양적인 면이 아닌 격자의 침수심 분포 양상을 통해 도시침수에 직접적으로 저감이 나타나 효과를 기여할 수 있다는 지표라고 판단된다.

• The Journal of the Convergence on Culture Technology
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• v.9 no.5
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• pp.105-110
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• 2023

This article attempts to analyze John Greenleaf Whittier's anti-slavery poems. As a Quaker, he criticizes and satirizes the rife slavery in the mid nineteenth century. His thoughts are based on his religious belief. "The Farewell of a Virginia Slave Mother" depicts the mother who lost daughter for she was sold to the South. The harsh state of the corrupt South is described. In "Massachusettes to Virginia," the speaker, deploring the moral corruption of Virginia, denounces any attempt to return slaves to slave states. With a moonrise as a socio-political symbol, "Arisen at Last" celebrates the passage of law to protect fugitive slaves. Written after the Civil War, "The Peace Autumn" celebrates the peaceful situation in which Emancipation was declared. His efforts contributed to the abolitionist literature.

• Culinary science and hospitality research
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• v.20 no.6
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• pp.262-274
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• 2014

In this study, changes of nutrients such as vitamins, minerals, and antioxidants were determined by using a multi-functional grinder. Contents of vitamin C and vitamin $B_1$ were measured by HPLC, and antioxidant activity was estimated toward free radical scavenging effect in using DPPH. Contents of minerals(Zn, Mn, Fe, Mg, K, and Ca) were computed by ICP-Mass. Results identified that the contents of vitamin C was $44.06{\pm}10.86mg/kg$ in mandarine, $132.1{\pm}22.80mg/kg$ in orange, and $12.79{\pm}2.01mg/kg$ in pineapple by using the hand blender for 3 minutes, and the loss rate of vitamin C contents were 12%, 7%, and 12% in comparison with the control group. In addition, the contents of vitamin C were $41.89{\pm}5.55mg/kg$ in mandarine, $131.51{\pm}12.67mg/kg$ in orange and $16.76{\pm}1.47mg/kg$ in pineapple when using of the grinder for 3 minutes, and the loss rate of vitamin C contents were 16%, 8%, and 17%. The results of vitamin $B_1$ showed a tendency to decrease in the same manner as the content of vitamin C even if there was no significant difference. Furthermore, the result of antioxidant activity revealed that free radical scavenging effect of sample was 60% decreased when using a hand blender and 10% decreased when using a grinder. Thus decrease rate of antioxidant activity when using the hand blender was higher than grinder. Lastly, current study could find any significant differences among the 16 food samples for cooking when employing the multi-functional grinder(p<0.05).

• Journal of the Korean Society of Radiology
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• v.85 no.3
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• pp.566-578
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• 2024

Purpose This study investigated whether the respiratory phase during pleural puncture in CT-guided percutaneous transthoracic needle biopsy (PTNB) affects complications. Materials and Methods We conducted a retrospective review of 477 lung biopsy CT scans performed during free breathing. The respiratory phases during pleural puncture were determined based on the table position of the targeted nodule using CT scans obtained during free breathing. We compared the rates of complications among the inspiratory, mid-, and expiratory respiratory phases. Logistic regression analysis was performed to control confounding factors associated with pneumothorax. Results Among the 477 procedures, pleural puncture was performed during the expiratory phase in 227 (47.6%), during the mid-phase in 108 (22.6%), and during the inspiratory phase in 142 (29.8%). The incidence of pneumothorax was significantly lower in the expiratory puncture group (40/227, 17.6%; p = 0.035) and significantly higher in the mid-phase puncture group (31/108, 28.7%; p = 0.048). After controlling for confounding factors, expiratory-phase puncture was found to be an independent protective factor against pneumothorax (odds ratio = 0.571; 95% confidence interval = 0.360-0.906; p = 0.017). Conclusion Our findings suggest that pleural puncture during the expiratory phase may reduce the risk of pneumothorax during image guided PTNB.