• 대한기계학회논문집A
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• 제41권1호
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• pp.1-6
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• 2017

헬멧을 착용한 병사의 비관통 피탄 충격은 총탄이 헬멧을 관통하지 않더라도 인체에 치명적인 상해를 유발한다. 이로 인한 인체 상해 해석을 위한 연구들이 이뤄져 왔으나 주로 두부의 손상에 초점을 맞춘 해석 모델이 개발되어 왔다. 비관통 피탄 충격에 의한 경추 및 경추부 관련 근육의 손상은 인체에 치명적인 상해를 입히지 않더라도 병사의 생존성에 상당한 영향을 미친다. 따라서 경추 및 경추부 근육을 포함한 모델 개발이 필요하다. 본 연구에서는 기존에 연구된 두부 모델과 근육 모델이 적용된 경추부 모델을 활용하여 인체의 상해해석을 수행하였다. 정량적 상해예측을 위해 응력, 변형률 및 HIC를 비교하였다. 경추부가 포함된 모델의 해석결과는 두부 모델만 고려된 해석결과보다 상해 정도를 작게 예측하였다. 모델의 신뢰성 확보를 위하여 두부 상해 해석 결과를 타 문헌과 비교하였다.

• 터널과지하공간
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• 제7권3호
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• pp.230-237
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• 1997

As concrete structure is getting old and decrepit, its inspection and diagnosis is getting important. Therefore, it is necessary to estimate the soundness of structure using non-destructive tests for effective repairs and maintenances. But, applications of non-destructive tests in tunnel have been used restrictively, due to accessibility only from one side in tunnel lining and presence of tunnel installations. Recently, the various non-destructive techniques have been studied. Especially, ground penetrating radar(GPR) and impact echo (IE) methods have been researched for tunnel inspection. In this study, the applicability of impact echo test in tunnel lining inspection has been investigated. This paper described the tunnel inspection for lining thickness and internal flaw using impact echo tests. Model tests were carried out using impact echo test systems on two concrete models, Model I is measuring for lining thickness, Model II is detecting for internal flaw. Also, the test were applied for lining inspections in a tunnel constructed by NATM. From the results of impact echo tests, we have concluded that impact echo test is a very useful and effective technique for inspecting the concrete tunnel linings.

• Journal of Yeungnam Medical Science
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• 제27권2호
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• pp.122-126
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• 2010

It is common m childhood that children suffer intracavity or head injury, falling down backward, having chopsticks in their mouth. But most of them have paralysis of upper and lower extremity because of secondary damage by penetrating injury of brainstem and spine. We could not find this case which have shown infaction of medulla oblangata on MRI and paralysis by impact only without clear penetrating evidence. So the authors report this case with study of literature because we experience one case that have high signal density in brainstem on MRI, Loss of consciousness, and left hemiplegia without clear penetrating evidence after falling down backward, having chopsticks in her mouth and regard it rare case.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2005년도 공동학술대회 논문집
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• pp.165-180
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• 2005

충격탄성파 검사법은 콘크리트 구조물 내부의 결함과 외부 표면 사이에서 반사되어 전파되는 응력파를 이용한 비파괴 시험 방법이다. 본 연구에서 토목 구조물의 안전진단을 위하여 충격탄성파 검사법을 이용한 비파괴 시험을 수행하였다. 이를 위해서 토모그래피 방식을 이용한 투과법, 크로스 홀 방식을 이용한 투과법 그리고 일반적으로 터널라이닝과 같은 1차원 면에서 사용되는 반사법을 적용해 그 결과를 비교${\cdot}$분석하였다.

• Korean Journal of Acupuncture
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• 제25권4호
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• pp.175-185
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• 2008

Objective : Acupuncture (from the Latin acus, "needle," and pungere, "to prick") is a technique of inserting and manipulating fine needles at specific points on the body. As a placebo acupuncture needle device was developed based on the visual impact of needling, it has been raised that it is useful only when acupuncture points and needling are visible to subjects. To examine the visual factor of the placebo acupuncture, the present study was aimed to compare the blinding index of the verum and placebo acupuncture between masked and unmasked situation. Methods : Thirty-six patients were randomly alloted to be stimulated with a verum or placebo acupuncture in a cross-over design. They were asked to guess a right answer whether they were stimulated with the verum or placebo acupuncture at LI4 in an unmasked or masked situation. The penetrating, pain, and deqi sensations were also measured after the stimulation using modified visual analogue scale. Results : The correct answer rate of the placebo acupuncture was 22.2% and 16.7% in an unmasked and masked situation, respectively (P>0.767). The blinding index of the placebo acupuncture was -0.56 (95%CI -0.84 to -0.27) and -0.67 (95%CI -0.91 to -0.42) in an unmasked and masked situation, respectively. The penetrating and deqi sensation of the verum acupuncture were significantly higher than those of the placebo acupuncture in both unmasked and masked situation. The pain sensation of the verum acupuncture was significantly higher than that of the placebo acupuncture in masked situation, but not in unmasked situation. Conclusion : Blinding of the placebo acupuncture was successful both in the unmasked and masked situation. These finding indicate that visual factor might not play a critical role in blinding of the placebo needle. We suggest that placebo needle would be also useful in a functional magnetic resonance imaging scan even when the subject could not see the placebo needle.

• 한국터널지하공간학회 논문집
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• 제3권1호
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• pp.37-50
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• 2001

최근 터널구조물에서 결함이나 변상이 많이 발생하고 있지만 터널구조물의 특수성으로 인하여 그 원인을 평가하거나, 상태 및 안전성 평가에 있어 많은 어려움을 겪고 있다. 따라서 보다 효율적인 안전진단 및 유지관리대책이 요구되고 있다. 본 연구에서는 터널에서의 정밀안전진단을 효과적으로 수행하기 위하여 터널 라이닝과 주변지반에 대한 비파괴 조사기술, 터널 라이닝의 구조적 안정성을 평가할 수 있는 해석기술, 그리고 터널의 변상원인 및 건전도를 판단할 수 있는 평가기술을 개발하여 터널의 열화 및 손상정도를 진단하고 터널의 유지관리를 위한 적절한 보수 보강대책을 제시함으로서 체계적인 터널 안전진단업무에 활용하도록 하였다.

• Geomechanics and Engineering
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• 제30권6호
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• pp.539-549
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• 2022

Accidental anchor drop can cause disturbances to seabed materials and pose significant threats to the safety and serviceability of submarine structures such as pipelines. In this study, a series of anchor drop tests was carried out to investigate the penetration mechanism of a Hall anchor in sand and clay. A special anchor drop apparatus was designed to model the inflight drop of a Hall anchor. Results indicate that Coriolis acceleration was the primary cause of large horizontal offsets in sand, and earth gravity had negligible impact on the lateral movement of dropped anchors. The indued final horizontal offset was shown to increase with the elevated drop height of an anchor, and the existence of water can slow down the landing velocity of an anchor. It is also observed that water conditions had a significant effect on the influence zone caused by anchors. The vertical influence depth was over 5 m, and the influence radius was more than 3 m if the anchor had a drop height of 25 m in dry sand. In comparison, the vertical influence depth and radius reduced to less than 3 m and 2 m, respectively, when the anchor was released from 10 m height and fell into the seabed with a water depth of 15 m. It is also found that the dynamically penetrating anchors could significantly influence the earth pressure in clay. There is a non-linear increase in the measured penetration depth with kinematic energy, and the resulted maximum earth pressure increased dramatically with an increase in kinematic energy. Results from centrifuge model tests in this study provide useful insights into the penetration mechanism of a dropped anchor, which provides valuable data for design and planning of future submarine structures.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제10권4호
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• pp.1590-1610
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• 2016

The challenge of penetrating obstacles along with impact from weak multipath effects makes 60GHz signal very difficult to be transmitted in non-line of sight (NLOS) channel. So 60GHz system is vulnerable to obstructions and thus likely results in link interruption. While the application of cooperative technology to solve link blockage problemin 60GHz system should consider the characteristic of directional transmission for 60GHz signal. Therefore in this paper a system is proposed to solve the link blockage problem in 60GHz NLOS communication environment based on the concept of cooperation and also the beamforming technology, which is the basis of directional transmission for 60GHz communication system. The process of anti-blockage solution with cooperative communication is presented in detail, and the fast switching and recovery schemes are well designed. The theoretical values of symbol error rate (SER) using decode and forward (DF) cooperation and amplify and forward (AF) cooperation are presented respectively when the common channel interference exists. Simulation results demonstrate that the performance based on DF cooperation is better than the performance based on AF cooperation when directional transmission is used.

• 한국수자원학회논문집
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• 제54권11호
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• pp.943-953
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• 2021

호수, 저수지, 만 등의 사면에서 발생하는 산사태 및 토석류에 의해 유발되는 수면충격파의 전파는 복잡한 지형 조건에서 토석류와 물 흐름이 상호작용하는 3차원 자연현상이다. 이 연구에서는 3차원 다상 난류 흐름 해석을 위한 수치모형과 비뉴튼 유체인 토석류에 대한 유변학적 모형을 적용하여 만의 사면에서 발생한 산사태로 인한 수면충격파의 거동을 수치모의하였다. 수치해석 결과를 타 연구자의 수리실험 자료와 비교 분석하여 3차원 수치모형의 적용성을 평가하였다. 수면으로 유입되는 토석류의 선단부 두께와 유속이 적절히 모의 된다면, 수면충격파의 정점부가 솟구치는 높이와 수면형은 매우 우수한 정확도로 예측이 가능한 것으로 나타났다. 토석류의 초기 형상을 다르게 설정한 두 가지 수치해석 결과는 연직상향으로 솟구친 수면충격파가 최고점에 도달한 후 중력에 의해 하강하면서 감쇄되는 단계에서부터 상이해지는 것으로 나타났다. 토석류 초기 두께를 상대적으로 크게 설정한 수치모의 결과는 만을 가로지르는 수면형과 함께 반대편 사면에서의 쳐오름 현상까지 양호하게 실험자료를 재현할 수 있는 것으로 나타났다. 반대편 사면에 도달한 수면충격파가 사면을 거슬러 흐르는 최고 쳐오름 높이는 토석류 총량이 같은 경우 수면으로 유입되는 토석류의 초기 두께에 민감하지 않은 것으로 나타났다. 한편, 수로 바닥을 따라 전파되는 토석류의 전파 특성을 더 정확하게 재현하기 위해서는 실험에서 점토 성분이 없는 입자만을 이용하여 재현한 토석류 물질 특성에 맞는 유변학적 모형을 적용할 필요가 있다고 판단된다.