• 복식
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• 제60권6호
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• pp.23-36
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• 2010

This study set out to develop clothes made of electromagnetic wave shielding materials. Among the various worker groups exposed to electromagnetic waves for long hours, railroad workers were chosen for the study. After selecting the locations they worked, the investigator measured electromagnetic wave on the field. To examine the effects of electromagnetic wave shielding materials, I applied a lining made of electromagnetic wave shielding materials to the existing work clothes. The first experimental clothes had the silver fabric for the lining in the current working clothes, the second experimental clothes had the copper- and nickel-plate polyester placed between the outer and the lining to prevent the corrosive material from contacting the skin, and the third experimental clothes had the silver fabric for the lining and the copper- and nickel-plate polyester between the outer and the lining. The results indicate that even if a fabric is evaluated to shield electromagnetic waves after tests, it cannot completely shield electromagnetic waves emitting from everyday appliances of 60Hz. Therefore, there should be ongoing development and research efforts on fabrics that can shield electromagnetic waves to a certain degree in order to develop working clothes to alleviate fatigue for those who are constantly exposed to electromagnetic waves, relieve their anxiety, offer them psychological stability and thus help them increase job efficiency.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2002년도 추계공동학술대회논문집
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• pp.139-145
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• 2002

수로에서의 선박통항으로 인해 주변환경 렌 구조물에 미치는 영향을 평가하기 위하여 선박의 추진기로 인한 흐름을 다루었다. 제한수로에서의 수치모델은 Shield's diagram과 추진기의 운동량 이론을 사용하여 개발하였다. 프로펠러에 의한 추진기방정식은 분사를 정의하는 가장 정확한 수단으로 분사계수와 분사유속을 기초로 하여 수립하였다 추진기분사에 대해 접근한 방법은 적용 선박의 출력에 기초하였으며, 추진기 분사방정식의 주요함수에는 추진력, 프로펠러 직경, 그리고 선박의 속도를 도입하였다. 또한, 수로의 수심과 선박의 홀수도 초기이동한계입경의 계산에 필요하다. 추진기로부터 분사된 유속의 분포는 Gaussian 정규분포함수로 나타내었다 저면마찰속도와 진단응력은 Sternberg 공식으로부터 유도되었으며, 아울러 선박 추진기로 인해 수로저면에서 표사이동에 현저한 영향을 미치는 경우를 사례연구를 통해서 나타내었다.

• 한국건설순환자원학회논문집
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• 제7권4호
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• pp.316-322
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• 2019

본 연구에서는 환경적·물리적 인자들의 불확실성을 반영하는 확률론적 접근법을 적용하여, 원자로 가동기간 동안 장시간 방사능에 노출된 원전 콘크리트 차폐벽의 재료적 특징 및 강도에 대한 영향을 평가하였다. 방사화에 따른 콘크리트의 재료적 특성 변화를 조사하였으며, 중성자 노출량과 시간과의 관계를 나타내는 중성자속 분석을 통해 차폐 콘크리트 의 시간의존적 압축강도와 인장강도의 변화를 예측하였다. 압축강도와 인장강도 각각의 변화에 따른 차폐 콘크리트의 파괴확률을 몬테카를로 시뮬레이션(Monte Carlo Simulation) 기법을 적용하여 추정하였다. 본 연구에서는 가동 40년 만인 2017년에 영구정지한 고리 1호기의 해체 안전성 평가를 위해, 이와 유사한 원전유형 및 관련 자료를 활용하여 콘크리트 생체차폐벽의 성능변화를 예측하였다.

• Smart Structures and Systems
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• 제21권5호
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• pp.623-635
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• 2018

In order to study the mechanical behavior of shield tunnel segments during assembly stage, the in-situ tests and FDM numerical simulation were conducted based on the Foguan Shiziyang Tunnel with large cross-section. Analysis for the load state of the assembling segments in different assembly steps as well as the investigation for the changing of inner forces and longitudinal stress of segments with assembling steps were carried out in this paper. By comparing the tested results with the simulated results, the conclusions and suggestions could be drawn as follows: (1) It is the most significant for the effects on axial force and bending moment caused by the assembly of adjacent segment, followed by the insertion of key segment while the effects in the other assembly steps are relative smaller. With the increasing value of axial force, the negative bending moment turns into positive and remains increasing in most monitored sections, while the bending moment of segment B1and B6 are negative and keeping increasing; (2) The closer the monitored section to the adjacent segments or the key segment, the more significant the internal forces response, and the monitored effects of key segment insertion are more obvious than that of calculation; (3) The axial forces are all in compression during assembling and the monitored values are about 1.5~1.75 times larger than the calculated values, and the monitored values of bending moment are about 2 times the numerical calculation. The bending moment is more sensitive to the segments assembly process compared with axial force, and it will result in the large bending moment of segments during assembling when the construction parameters are not suitable or the assembly error is too large. However, the internal forces in assembly stage are less than those in normal service stage; (4) The distribution of longitudinal stress has strong influence on the changing of the internal forces. The segment side surface and intrados in the middle of two adjacent jacks are the crack-sensitive positions in the early assembly stage, and subsequently segment corners far away from the jacks become the crack-sensitive parts either.

• 한국전자파학회지:전자파기술
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• 제2권3호
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• pp.17-25
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• 1991

자기부상열차 시스템에서의 자속 누설은 주로 부상용 전자석과 리니어 모터, 안내용 전자석으로 부터 발생하 여 intra - system 및 inter - system EMI 현상과 biological effect을 야기할 수 있다. 본 논문에서는 누설 자속의 크기에 영향을 주는 각종 요소들을 고려하여 열차 주위에 분포하는 자기장의 세기를 계산하였으며, 여기서 얻어진 결과를 이용하여 차제 바닥과 측면에 사용되는 구조물의 재질과 위치에 따른 최소 두께를 계산하여 자기장 차폐를 위해 차체 무게가 증대되는 것을 최소로 할 수 있는 방법을 제시하였다. 이 결과를 한국해사기술연구소에서 설계제작한 2인승 자기부상열차 모형에 적용하여 열차 모형 주위의 자속 밀도에 대한 등자위선을 구하고, 이때의 최소 차폐 두께를 제시함으로써 차폐 재료의 무게에 대해 50% 이상의 감량이 가능하였다.

• 한국군사과학기술학회지
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• 제21권4호
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• pp.456-463
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• 2018

With the development of weapon systems by mounting various sensors, it makes important to analyze the precise functioning of sensor to external environment. In the case of small arms with magnetic sensor, the malfunction of small arms might be caused by strong external magnetic fields. In this study, the effects of magnetic sensor on external magnetic fields were analyzed, and optimal magnetic shield and shield structure were designed through M&S. In addition, the magnetic-shielding effectiveness of magnetic sensor in small arms was verified with commercial shielding materials. As a result, it was demonstrated that the Fe-Cu-Si-Nd-B with the structure of multi-layer metallic shields was shown the magnetic-shielding effectiveness of 83 % for an external permanent magnet and 19 % for an alternating magnetic field of 180 dBpT at 60 Hz, respectively.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제54권4호
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• pp.166-171
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• 2005

Shielding methods on ELF(Extremely Low Frequency) magnetic fields may include the use of induced currents, modification of magnetic field flux patterns using high permeability and/or high conductivity materials, and others. The magnetic shielding properties of enclosures can be utilized to reduce the magnetic field of current carrying conductors. In this paper, to get a more practical understanding of shielding phenomena, we have investigated the magnetic field reduction by means of 3 dimensional numerical analysis and experiments. We found copper could reduce flux density more then permalloy in both cases of box shield and cylindrical shield. Iron under l0$\mu$T of 1 phase could reduce flux density about $20\%$ more than silicon steel, but both of them under 50$\mu$T has a similar reduction rate of $10\%$. The 3 phase horizontal model gave the highest reduction rate and the 1mm thickness iron under 10$\mu$T of 3 phase lines did lowest.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.150-151
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• 2015

In this study, the electromagnetic shielding performance of mortar with different metal fiber, as part of the development of a electromagnetic shielding construction material, was measured according to KS C 0304. The results showed that the amorphous steel fibers can shield electromagnetic effectively than the oter conventional steel fibers. The superior performance of the amorphous steel fiber may be attributed its plate shape geometry.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1199-1213
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• 2011

이수가압식 쉴드공법은 사질토에서 적용성이 우수하지만, 이수압이 낮으면 이수 유출 및 지반변형이 발생하기도 한다. 따라서 이수가압식 쉴드에서는 초기 막장압보다 큰 초과 이수압을 가하여 막장 안정을 유지한다. 그러나 이수압이 너무 높으면 전방 지반의 수동 파괴를 유발하므로 수동 파괴 위험성을 줄이고 이수압을 증가시키는 방법으로 막장 전방에 수평 차수층을 설치하는 방안이 있으나 위치와 규모, 효과가 잘 알려져 있지 않다. 따라서 본 연구에서는 포화 사질토에서 막장전방에 차수 그라우팅 적용시 발생하는 효과를 규명하기 위하여 모형실험을 수행하였다. 실험 결과, 차수층이 있는 경우가 없는 경우보다 이수압을 크게 가할 수 있어서 전방 차수층이 막장 안정성을 증대시킬 수 있다는 것을 확인하였다. 막장 안정성 증대에 가장 큰 영향을 주는 적정 차수층은 길이 1.0~1.5D, 설치높이 1.0D로 나타났다. 초기 막장압 대비 최대 이수압의 비로 막장의 자립 안전율(F)을 제안할 수 있으며, 전방 차수층을 적정 위치에 설치할 경우 초기 막장압보다 3.5~4.0배 크게 이수압을 가할 수 있는 것으로 나타났다.

• Geomechanics and Engineering
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• 제35권1호
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• pp.29-39
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• 2023

As the intensity of urban underground space development increases, more and more tunnels are planned and constructed, and sometimes it is inevitable to encounter situations where tunnels have to underpass the river embankments. Most previous studies involved tunnels passing river embankments perpendicularly or with large intersection angle. In this study, a project case where two EPB shield tunnels with 8.82 m diameter run parallelly underneath a river embankment was reported. The parallel length is 380 m and tunnel were mainly buried in the moderate / slightly weathered clastic rock layer. The field monitoring result was presented and discussed. Three-dimensional back-analysis were then carried out to gain a better understanding the interaction mechanisms between shield tunnel and embankment and further to predict the ultimate settlement of embankment due to twin-tunnel excavation. Parametrical studies considering effect of tunnel face pressure, tail grouting pressure and volume loss were also conducted. The measured embankment settlement after the single tunnel excavation was 4.53 mm ~ 7.43 mm. Neither new crack on the pavement or cavity under the roadbed was observed. It is found that the more degree of weathering of the rock around the tunnel, the greater the embankment settlement and wider the settlement trough. Besides, the latter tunnel excavation might cause larger deformation than the former tunnel excavation if the mobilized plastic zone overlapped. With given geometry and stratigraphic condition in this study, the safety or serviceability of the river embankment would hardly be affected since the ultimate settlement of the embankment after the twin-tunnel excavation is within the allowable limit. Reasonable tunnel face pressure and tail grouting pressure can to some extent suppress the settlement of the embankment. The recommended tunnel face pressure and tail grouting pressure are 300 kPa and 550 kPa in this study, respectively. However, the volume loss plays the crucial role in the tunnel-embankment interaction. Controlling and compensating the tunneling induced volume loss is the most effective measure for river embankment protection. Additionally, reinforcing the embankment with cement mixing pile in advance is an alternative option in case the predicted settlement exceeds allowable limit.