• 한국수소및신에너지학회논문집
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• 제21권3호
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• pp.167-183
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• 2010

This paper analyzes the backgrounds of the standards for protection against electric shock in Global Technical Regulations (GTR) of Fuel Cell Vehicle (FCV). Targets on research were high voltage criteria, safety current, isolation and grounding resistance, time limitation, energy, adequate clearance, and test procedure. Based on human impedance and effect of current in IEC 60479-1, safety of human was examined. Then, isolation and grounding circuit model of FCV were analyzed theoretically. The results give several suggestions: touch voltage less than 25V, AC energy less than 0.0813J, separation considering middle finger length, grounding resistance less than $0.2\Omega$, maximum AC ground voltage of 1V (rms), and isolation resistance between earth and electrical chassis. In MATLAB/Simulink environment, error characteristics of isolation resistance measurement procedure using internal DC sources were analyzed under variations of internal resistance of voltmeter and isolation resistance.

• 한국안전학회지
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• 제28권3호
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• pp.56-62
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• 2013

The occurrence of the ventricular fibrillation is directly dependent on the magnitude and duration of the current. The current which flows through the human body is proportional to the touch voltage applied across the body and is in inverse proportion to the impedances in the circuit. The circuit impedances consist of human body impedance, line impedance, equipment impedance, earth terminal impedance and impedance of shoes which a person put on. The impedance of shoes greatly affect the severity of the electric accidents. The human body impedances relevant to the contact areas, contact conditions, current paths and touch voltages are already determined in the IEC 60479-1. However, the impedance of shoes is ignored or substituted by a simple value because of the absence of the sufficient data. For example, the impedance of shoes plus ground contact resistance is postulated to be $1,000{\Omega}$ in the IEC 61200-612. In IEEE 80, the shoe resistance plus ground contact resistance is assumed to be bare foot with ${\rho}/4b{\Omega}$. In this paper, we measured and analyzed the impedance of shoes with respect to conditions such as applied weight, environment variables and voltages. The results showed that the impedance of shoes is dependent on environment variables regardless of the types of shoes. Most of shoes showed the correlation with the applied force, whereas a few shoes showed characteristics related to the applied voltage. In terms of severity of electric shock, one thirds of test samples indicated to be dangerous in saltwater conditions.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1994년도 봄 학술발표회 논문집
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• pp.83-88
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• 1994

The DDC(dynamic deep compection) was carried out the main method of ground improvement for construction of municipal high way. The project area is composed of the municipal waste dumped, demolished building debris, coal ash and industrial waste made between 1983 and 1989. From the result of fileld measurement, it was found that waste landfill was compressed considerably (15 ~ 20% of full depth), and the strength was increased satisfactorily(20 ~ 120% of original N-value, 55 ~ 230% of original dynamic cone penetration resistance). And the chemical inclination of the municipal waste landfill was analyzed for expection and control of settlement.

• 한국지반공학회지:지반
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• 제11권2호
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• pp.139-156
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• 1995

지반진동특성의 지진공학적인 정밀측정의 일환으로 지반진동의 탁월주기와 지반진동의 거리에 따른 감쇠특성을 현장실험을 통하여 조사하였다. 이 조사는 세가지 부분의 실험을 통하여 결과를 얻었다. 첫째, 지반의 탁월주기는 고감도 디지탈 속도지진계-3축성분 속도계를 이용하는 Seismometer와 디지탈 Seismograph를 이용하여 지반과 건물에서 일정한 주기를 가진 연속적인 미소진동으로 부터 지반 및 건물진동의 탁월주기를 계측하였다. 지반에서의 탁월주기는 0.18~0.23 sec, 건물2층의 탁월주기는 0.26~0.31 sec였다. 둘째, 지반 구조조사는 디지탈 탄성파탐사기를 이용하여 굴절법을 이용한 탄성파탐사를 실시하였다. 실험장소인 한양대학교 안산캠퍼스의 지층구조는 상부층(표토층: surface layer)은 저속도층으로서 662m1s, 하부층(지반층: base ground)은 2210m/s의 P파 속도를 갖고, 주시곡선도로부터 표토층의 두께는 약 7m로 검측되었다. 이것은 7m두깨의 표토층(top soil)과 그 하부에 사질 점토성의 지반층(base ground)이 존재함을 암시한다. 셋째, Seisgun을 이용하여 인공적인 탄성파 에너지원을 만들어 지반의 진동 감쇠특성을 조사 하였다. 거리 감쇠상수(spatial attenuation conf$\ulcorner$icient) Y는 거리에 따른 진폭 을 계산하여 Z-성분(vertical)은 0.0137, X-성분(longitudinal)은 0.0025, Y-성분(transverse)은 0.0290이고 Spatial QP의 값은 각각 5.913~7.575, 32.371 ~41.452, 2.794~3.579의 값이 산출되었었다. 이 결과 다른 두성분에 비해서 종방향(z-성분, longitudinal)성분은 감쇠경향이 낮음을 알 수 있다. 그러므로 이 경우에 구조물 설계시 종방향(x-성분, longitudinal)성분에 대 한 내진설계가 고려 되어야 할 것이다.

• 전기학회논문지
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• 제62권9호
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• pp.1308-1312
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• 2013

In this paper, carried out for optimal ground system for ensuring safety for electricity used to power equipment in the 20 kHz frequency. Now the grounding system of the mesh electrode, electrode rods are installed for power plant safety and protection against electric shock. However, the electrical equipment grounding system in the 20 kHz were considering the increasing grounding impedance due to the high frequency and the magnetic shielding. But until now, there has been little research on the grounding system. To solve this problem, In this paper was proposed optimal grounding system due to the experiment using a mesh electrode, rod electrode, aluminum plate electrodes. Measurement results, grounding resistance was depending on the material of the electrode grounding resistance. In addition, the leakage current (induced) appeared to be affected depending on the type of electrode.

• 한국음향학회지
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• 제7권2호
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• pp.20-25
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• 1988

본 연구는 소음전파에 대한 옥외실험과 축적 음향모형실험에 의해서 지표면에 의한 초과감쇠 특징을 밝힌 것으로써, 옥외실험에 의한 소음전파감쇠는 음향출력이 큰 소형엔진을 사용하여, 거리감쇠로부터 산출한 실측의 초과감쇠와 Log(D/(Hs+Hr))의 관계를 확인했다. 그 결과 소음전파감쇠는 풍향, 주파수에 따라 다르며 직선회귀 된다는 것을 알 수 있었다. 그리고, 지표면상의 초과감쇠치는 통기저항을 이용해서 Log(D/Hs+Hr))을 파라미터로써 구할 수 있었고, 가장 적당한 통기저항$\sigma$는 실측의 초과감쇠치와 임의의 $\sigma$에 대한 $L=-20Log\mid1+(r_1/r_2)Qexp(ik, \bigtriangleup r)\mid$ 식의 평균자승 오차가 가장 적어질 때 결정된다. 모형의 지표로써 축척 1/40의 모형실험으로, 큰 무향실내에서 거리감쇠의 측정을 한 결과, 실측치와의 대응이 충분하다는 것을 확인했다.

• 전기학회논문지
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• 제58권1호
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• pp.113-118
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• 2009

Grounding systems set the reference voltage level of electric circuits and suppress the Ground Potential Rise (GPR) by flowing fault currents to the ground safely. There are several parameters which evaluate the performance of grounding systems as ground resistance, touch voltage and step voltage. The touch and step voltages, which is called "risk voltage", are especially important to ensure the safety of human body. This paper dealt with the influence of current sources with the different frequency components on the touch and the step voltages. Three types of current sources as commercial frequency, square wave, and surge with the fast risetime of $50\;ns{\sim}500\;ns$ were used to analyze the risk voltages in a grounding system. The risk voltages showed remarkable difference in the same current amplitude depending on the current sources, and increased linearly with the current amplitude in the same current source. From the experimental results, it was confirmed that the risk voltages can be evaluated by a small current application in large-scale grounding systems and the possible largest risk voltage can be calculated by a surge current with the risetime of 200 ns or a current source with the same frequency component as the surge current.

• 터널과지하공간
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• 제30권2호
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• pp.164-179
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• 2020

지반구조물에 대한 한계상태설계법의 적용에 있어서 단위중량, 포아송비, 변형계수, 점착력 및 내부마찰각 등은 설계의 정확성 및 신뢰도 향상에 매우 큰 영향을 미치는 지반특성값이다. 특히 풍화토 및 풍화암 등 풍화대에 지반구조물이 위치하게 될 경우 이들 지반특성값 중에서도 점착력과 내부마찰각이 구조물과 지반의 하중 및 저항계수를 판정하는데 매우 높은 연관성이 있으며 따라서 공내전단시험과 같은 현장시험으로부터 구해지는 이들 지반정수의 정확한 산정은 지반구조물의 최적설계를 좌우하는 중요한 요소이다. 본 연구에서는 국내 38개 시공사례 분석을 통해 이들 지반정수들의 설계적용 사례를 검토, 현장시험의 중요성을 확인하였으며 이를 토대로 ASTM에서 규정하는 모든 표준절차를 반영하는 새로운 풍화대 강도특성 측정장치를 개발하였다. 또한 본 장비의 현장적용을 통해 시험장비 및 시험자의 주관적 오류에 의한 오차발생 가능성을 최소화한 장비의 개선성능을 확인하였으며, 이를 토대로 한계상태설계법의 적용 시 핵심 지반특성값의 정량적 산정을 위한 기틀을 마련하였다.

• 센서학회지
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• 제31권6호
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• pp.411-417
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• 2022

In this paper, we propose a sensor with a C-shaped load cell to detect force change when a person sitting on the chair in an electrical transport-convenience vehicle is pushing ground by both heels. The load cell built in the vehicle is mechanically deformed by the vertical force owing to the human weight and the horizontal force by ground-pushing feet. The deformation rate of the load cell and its distribution are simulated using finite element analysis. In the simulation, the applied loads are preset in the range of 10 kg - 100 kg with a step size of 10 kg, and the ground-pushing force by feet is increased to 40 N with a step size of 5 N with respect to each applied load level. The resistance change of the load cell was observed to be linear in simulation as well as in measurement. the maximum difference between simulation and measurement was 0.89 % when the strain gauge constant was 2.243. The constant has a large influence on the difference. The proposed sensor was fabricated by connecting an instrument amplifier and a microcontroller to a load cell and used to detect the force by ground-pushing feet. To detect foot driving, the reference signal was set to 130% of the load, and the duration of the sensor output signal exceeding the reference signal was set to 0.6 s. In a test of a vehicle built with the proposed sensor, the footpushing force by the worker could be successfully detected even when the worker was working.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 제37회 하계학술대회 논문집 A
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• pp.280-281
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• 2006

This paper was analyzed fundamental about electrical characteristic of concrete to practical use base of building as Substitution Ground Electrode and Artificial Ground Electrode. 1) Gravel or Sand has a function that makes increase Resistivity of Concrete and Cement has a function that makes decrease Resistivity of Concrete. 2) Moisture Increase Work is so hard because of dry of Block but the Resistivity was decreased when the moisture of Concrete Block was gradually increased. 3) According to the measurement result of moltar and concrete block, ratio relation of Resistance and Resistivity of each block was thirty-fold difference.