• 한국초등과학교육학회지:초등과학교육
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• 제33권2호
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• pp.335-351
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• 2014

The 96 elementary school teachers' the degrees of understandings about the characteristics of the currents according to the connection methods of batteries in simple electric circuits were investigated. In this study, the concepts on the characteristics of currents according to the connection methods of batteries were divided 'the learned concepts' and 'the differentiated concepts'. The characteristics of the currents in the region of the larger resistance of load than the internal resistance of a battery were called the learned concepts, they are taught in the science curriculum. While the characteristics of the currents in the region of the smaller resistance of load than the internal resistance of a battery were called the differentiated concepts, they are not exposed clearly in the science curriculum. The results obtained in this study are as follows: The average score related to the learned concepts was relatively high, while the degree of the teachers' cognitions of the internal resistance of a battery and the resistance of wires were low. Also the average score related to the differentiated concepts was very low because it seems so new to the elementary school teachers. It strongly suggests that the elementary school teachers did not understand meaningfully the characteristics of the currents related to the connections of batteries on the ground of the cognitions of the internal resistances of batteries and the resistances of loads in simple electric circuits. Hence, they might experience difficulties due to the problems occurred in relation to the connections of batteries in the elementary school science lessons.

• 한국농공학회논문집
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• 제60권4호
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• pp.105-111
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• 2018

Institutional inertia anti-disaster standard was presented mainly on the upper surface, it is necessary to improve to the soil type standard and uplift the resistance standard greenhouse that are vulnerable to strong winds. In this study, we carried out a field test using the load control method in order to evaluate the uplift resistance of continuous foundation of greenhouse with different depths of the rafters. Institutional inertia anti-disaster standard of greenhouse foundation did not protect the greenhouse structure from the damages caused by strong winds and heavy snow. Therefore, field tests for behavior characteristics of continuous greenhouse foundation were carried out to ensure stable facility cultivation. The field test condition was evaluated using different embedded depth as follows: 30cm, 40cm, 50cm and spacing 50cm, 60cm, 70 cm. As a result of the uplift resistance field tests using the load control method, the minimum uplift resistance was found to be over 90kg and uplift resistance displacement was 9.4mm. Uplift resistance of the continuous greenhouse foundation was in the range of 90-180 kg according to embedded depth and spacing. Using the test condition, there was no constant trend in the uplift resistance.

• 한국지반공학회논문집
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• 제28권8호
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• pp.31-41
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• 2012

연약지반에 건설되는 송전철탑 말뚝기초는 부등침하로 인한 철탑구조체의 손상을 유발 할 수 있다. 이에 따라 일본과 미국에서는 철탑을 지지하는 각 기초부를 연결보로 연결한 연결형기초의 사용을 추천하고 있다(TEPCO 1988, IEEE 2001). 연결형 말뚝기초의 저항력증가계수는 연결체의 영향으로 인하여 증가되는 연결형 말뚝기초의 저항력의 증가량을 나타낸다. 본 연구에서는 점토지반에 근입된 송전철탑 연결형말뚝 기초의 모형수평재하시험을 수행하여 연결형 말뚝기초의 저항력증가계수를 도출하였다. 본 시험은 실트질 점토지반에서 수행되었으며, 수평하중의 재하높이와 재하각도, 말뚝기초를 연결하는 연결체의 강성을 변화시켜 다양한 조건상에서의 저항력 증가계수를 도출하였다. 본 연구에서 도출된 저항력 증가계수는 송전철탑의 하중작용높이와 기초를 연결하는 연결체의 강성에 대한 함수로 나타났으며, 도출된 증가계수를 통하여 연결형 말뚝기초의 저항력을 산정한 결과 측정결과와 비교적 일치하는 것으로 나타났다.

• 전기학회논문지P
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• 제59권4호
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• pp.358-363
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• 2010

This paper proposes a step-by-step method of determining the parameters of equivalent circuit which is considered the no load losses for the single phase induction motor which has the starting winding. This method is comprised of three steps, and the stator resistance which is measured by the method of voltage drop is treated as constant and the stator and the rotor leakage reactances are assumed to be the same in every step. The test results of no load and locked rotor test are used in the 1st and 2nd step, and the ratings of name plate of the motor are needed in the 3rd step. In the 1st step, the traditional equivalent circuit parameters are directly calculated by no load and locked rotor conditions. In the next step, five nonlinear simultaneous equations for five unknown parameters can be set up by no load and locked rotor equivalent circuits. These equations are solved by using the initial parameters obtained by the 1st step parameters. In the final step, three nonlinear simultaneous equations for rotor winding resistance, leakage reactance and no load losses component resistance can be set up by equivalent circuit under the rated operation. Three parameters are solved by using the 2nd step parameters. Thus, equivalent circuit parameters are gradually refined step by step. The validity of the proposed method is evaluated by comparing the computed values obtained by the equivalent circuit parameters with the experimental values of the load test.

• 한국지반공학회논문집
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• 제30권11호
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• pp.51-60
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• 2014

한계상태설계법의 하나인 하중저항계수설계법의 이용이 북미를 중심으로 점차 확산되고 있는 가운데, 국내에서도 이에 대한 연구가 활발하게 진행되고 있다. 하지만, 국내에서는 자료가 충분히 확보되지 못하여 기초구조물의 설계에 AASHTO에서 제안한 저항계수를 설계에 이용하고 있다. AASHTO에서 제안하고 있는 저항계수는 북미에 보편적으로 존재하는 암반조건을 이용하여 결정된 저항계수로서, 국내지반에 적합한 저항계수를 독자적으로 개발할 필요가 있다. 또한, 기존의 신뢰성 분석 기법에서는 하중저항계수를 결정할 때, 저항의 최소값을 0으로 가정하는 일반적인 대수정규 분포를 이용하기 때문에, 이로부터 산정한 파괴확률은 비현실적이라고 알려져 있다. 따라서, 이를 개선하기 위하여 저항계수를 산정할 때 저항의 하한값이 0이 아닌, 현실적으로 의미가 있는 하한지지력을 이용하는 방법이 최근에 고안되었다. 따라서, 본 연구에서는 국내에서 수행된 현장타설말뚝 13본에 대한 재하시험자료를 면밀히 분석하여 저항계수를 산정한 다음, 현실성 있는 하한지지력을 산정하여 저항계수 값을 보정하였다. 그 결과, 목표신뢰도지수가 3.0일때, 기존의 신뢰성 분석 기법으로부터 산정된 주면저항계수와 선단저항계수는 각각 0.13-0.32, 0.19-0.29 이었으며, 하한지지력을 보정하여 구한 주면저항계수와 선단저항계수는 Carter & Kulhawy 공식의 경우 각각 8%와 13% 증가하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.821-828
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• 2011

A significantly larger lateral load and moment are applied on a high speed railway bridge foundation than other bridge foundations. Therefore most of bridge foundations on Honam high speed railway project were designed by high strength steel pipe piles to resist lateral load and moment, which caused the increase of construction costs. In order to perform optimum design, it is important to estimate accurate lateral resistance when designing this type of structure. Lateral load tests were carried out based on the field design data with the purpose of examining the lateral behavioral characteristics of a railway bridge foundation. The standard load test method(ASTM D 3966) was used for field tests by applying twice of design load. Total four load tests were performed on high speed railway bridge foundations with strain gages installed by every 1m along piles to measure load-resistance characteristics under applied lateral loads. The back-calculated P-y curves from strain gages were compared with estimated P-y curves using theoretical methods based on geotechnical investment data. Back-calculated P-y curves from field tests for sand and clay ground conditions were presented in this paper, which are different from theoretical P-y curves. By using the research results of this study, more accurate estimations of pile design under lateral loads can be available for similar geotechnical conditions.

• 한국지반공학회논문집
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• 제15권6호
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• pp.155-165
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• 1999

화강편마암으로 된 풍화암이 기반암인 암반에 소켓된 말뚝의 지지 거동을 알기 위하여 직경 40cm인 현장타설말뚝 8개를 시공하고 말뚝 재하 시험을 실시하였다. 지반 조사는 예비조사, 본조사, 그리고 시험후 조사 등 3차례에 걸쳐서 이루어 졌으며, 이 때 BX와 NX 보링(12개소) 조사와 탄성파 탐사 등이 시행되었다. 암반 소켓 말뚝의 지지 거동을 주면부와 선단부로 분리하여 평가하기 위하여 암반 소켓 깊이를 3m, 6m 그리고 9m등으로 다양하게 하고, 선단부 지지력의 영향을 배제하기 위하여 말뚝 선단부에 스타이로폼(styrofoam)을 매설하기도 하였다. 그리고 말뚝 깊이에 따른 하중 전이 해석을 위하여 말뚝 철근에 변형률 게이지 등을 설치하고 재하 시험을 수행하였다. 상기의 재하 시험 결과로부터 국내 화강 편마암으로 된 풍화암에 소켓된 현장타설말뚝의 허용 주면지지력과 허용 선단지지력을 각각 $8.6t/m^2 \;와 \;84t/m^2$로 제안하였으며, 일축압축강도를 이용한 풍화암의 탄성계수 산정식을 제안하였다.

• Wind and Structures
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• 제14권5호
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• pp.383-411
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• 2011

Roof is an integral part of building envelope. It protects occupants from environmental forces such as wind, rain, snow and others. Among those environmental forces, wind is a major factor that can cause structural roof damages. Roof due to wind actions can exhibit either flexible or rigid system responses. At present, a dynamic test procedure available is CSA A123.21-04 for the wind uplift resistance evaluation of flexible membrane-roofing systems and there is no dynamic test procedure available in North America for wind uplift resistance evaluation of rigid membrane-roofing system. In order to incorporate rigid membrane-roofing systems into the CSA A123.21-04 testing procedure, this paper presents the development of a load cycle. For this process, the present study compared the wind performance of rigid systems with the flexible systems. Analysis of the pressure time histories data using probability distribution function and power spectral density verified that these two roofs types exhibit different system responses under wind forces. Rain flow counting method was applied on the wind tunnel time histories data. Calculated wind load cycles were compared with the existing load cycle of CSA A123.21-04. With the input from the roof manufacturers and roofing associations, the developed load cycles had been generalized and extended to evaluate the ultimate wind uplift resistance capacity of rigid roofs. This new knowledge is integrated into the new edition of CSA A123.21-10 so that the standard can be used to evaluate wind uplift resistance capacity of membrane roofing systems.

• 한국전기전자재료학회논문지
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• 제28권1호
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• pp.46-50
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• 2015

The cable degradation process is largely divided into three steps; Step 1 : Thermal degradation, Step 2 : Weibull degradation, Step 3 : Partial discharge. it is progress in step order. This article aims to explain the process of cable degradation using the method of insulation resistance and accordingly to compose and manufacture a system of measuring the life of electrical cable. Before measuring the insulation resistance, a system of measuring the temperature and current of cables was made, and the established system was installed for test on the site of a power plant to collect the measured data. The current sensor was used TFC30P80A-CL420, and temperature sensor was used the DK-1270 PT100 sensor as RTD sensor. When measured the temperature and the load current at the same position, was confirmed that in case of the load current value was high, also temperature value high. Therefore, the correlation between load currents and temperature was verified, and the analysis of diagnostic data was evaluated, which could be utilized in identifying the fault condition of cable systems.

• 한국지반공학회논문집
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• 제34권11호
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• pp.107-119
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• 2018

PHC말뚝, 확장판 선단부착 PHC말뚝, 강관 선단부착 PHC말뚝을 현장 시험 부지에서 시험시공하였다. 이들 선단변형 PHC말뚝들에 대하여 하중전이측정이 수반된 연직압축정재하시험을 실시하였으며 시공직후 항타후 동재하시험을 수행하였다. 또한 선단부만 그라우팅한 선단변형PHC말뚝에 대한 연직압축정재하시험도 실시하였다. 3가지 다양한 선단말뚝들 즉, PHC말뚝, 확장판 선단부착 PHC말뚝, 강관 선단부착 PHC말뚝의 하중-침하량 거동은 거의 동일한 양상을 나타내었다. 따라서 말뚝이 선단지지층에 근입된 길이가 동일하고 말뚝 본체의 직경이 동일할 경우 확장판 선단부착 PHC말뚝 및 강관 선단부착 PHC말뚝의 지지력 증대 효과는 거의 없는 것으로 나타났다. 최종재하하중단계에서 PHC말뚝, 확장판 선단부착 PHC말뚝, 강관 선단부착 PHC말뚝의 주면마찰력은 각각 전체 재하하중의 95.8%, 95.6%, 97.8%를 분담하였으며, 선단지지력은 전체 재하하중의 4.2%, 4.4%, 2.2%를 분담하였다.