• Journal of Korean Home Economics Education Association
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• v.19 no.3
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• pp.61-76
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• 2007

The purpose of the study is to identify and understand problems existing in the middle school home economics practice rooms in Jeju Special Self-Governing Province. The findings are based on the examination and the analysis of the indoor environment and the condition of the facilities and equipment. Study method employs on-site research and a survey. The on-site research was conducted about temperature, humidity, intensity of illumination, and status of teaching instrument in 10 out of 41 middle schools in Jeju Special Self-Governing Province from August 16 to September 30, 2006. Meanwhile, the survey was implemented by mail for 95 teachers in charge of manual training and home economics education in 41 middle schools in Jeju from November 1 to 23, 2005. 64 questionnaires out of total 95 were collected, including those collected during the period of on-site research. Finally, 61 questionnaires which were effective among the answered ones were used for analysis. Collected materials were analyzed with the SPSS Win.12.0 program for frequency, percentile analysis. In conclusion, the study determines that the condition of the home economics practice rooms of the middle school in JSSGP in terms of temperature, humidity, lighting and ventilation is very inadequate. The structure of the practice room represents an inefficient work flow pattern. Further, the facilities and equipment are in a very poor condition because the facilities are old and the retention rate of teaching tools is low. Therefore, to address these problems, the study suggests that improvements on the facilities and equipment should be made and teaching tools should be replenished in accordance with the industry standard.

• Journal of the Korean Geotechnical Society
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• v.23 no.9
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• pp.5-16
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• 2007

The simple linear elastic-perfectly plastic model with soil parameters $s_u,\;E_u$ and n of undrained condition is usually applied to predict the displacement of a constructed diaphragm wall(DW) on soft soils during excavation. However, the application of this soil model for finite element analysis could not interpret the continued increment of the lateral displacement of the DW for the large and deep excavation area both during the elapsed time without activity of excavation and after finishing excavation. To study the characteristic behaviors of soil behind the DW during the periods without excavation, a series of tests on soft Bangkok clay samples are simulated in the same manner as stress condition of soil elements happening behind diaphragm wall by triaxial tests. Three kinds of triaxial tests are carried out in this research: $K_0$ consolidated undrained compression($CK_0U_C$) and $K_0$ consolidated drained/undrained unloading compression with periodic decrement of horizontal pressure($CK_0DUC$ and $CK_0UUC$). The study shows that the shear strength of series $CK_0DUC$ tests is equal to the residual strength of $CK_0UC$ tests. The Young's modulus determined at each decrement step of the horizontal pressure of soil specimen on $CK_0DUC$ tests decreases with increase in the deviator stress. In addition, the slope of Critical State Line of both $CK_0UC$ and $CK_0DUC$ tests is equal. Moreover, the axial and radial strain rates of each decrement of horizontal pressure step of $CK_0DUC$ tests are established with the function of time, a slope of critical state line and a ratio of deviator and mean effective stress. This study shows that the results of the unloading compression triaxial tests can be used to predict the diaphragm wall deflection during excavation.

• 한국신재생에너지학회:학술대회논문집
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• 2009.11a
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• pp.298-298
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• 2009

미국의 DOE(Department of Energy)산하 EERE(Energy Efficiecy & Renewable Energy)에서 신재생 에너지 프로그램 평가를 하고 있다. 특히 General program evaluation Guide에는 많은 평가기관에서 제안되었던 5가지 방법 중 Outcome 평가는 프로그램의 목적을 얼마나 달성했는지를 측정하는 것으로 일정한 기간이 지난 후 프로그램의 목적을 달성함으로써 얻어지는 결과를 추산함으로써 그 기간 동안 프로그램이 의도했던 목적을 얼마나 잘 수행했는지를 보여준다. 한국에서 시행되고 있는 신재생에너지 보급 프로그램의 성과를 정량화 분석을 통하여 평가할 수 있어 국내 적용성이 크다. 본 연구에서는 미국 에너지부 EERE로부터 지원받아 NREL(National Renewable Energy Laboratory)에서 실행한 Utility Green Pricing 프로그램을 사례 분석하였다. Utility Green Pricing 프로그램은 1993년 시작되었으며 2002년 말 미국 전역의 300여개 시설을 통한 90개의 프로그램을 발전시킴으로써 소비자가 자발적으로 재생에너지 발전을 지원하기 위한 한 방법으로 최근 이런 프로그램 수는 증가하고 있다. 2002년 말 기준으로 국가 전기 사용자의 20%, 대략 270,000명의 소비자가 선택하였고 2002년 290MW급 재생에너지 설비용량과 2003년 140MW급 시설을 담당하였으며 미국 이외에 캐나다, 일본, 호주, 12개 유럽 국가들이 시행하고 있다. 이 프로그램 목표는 어떤 프로그램이 green pricing 프로그램의 소비자 참가와 재생에너지 구매의 최대화를 돕는지를 제공하는 것으로 Data Pool은 90개 프로그램 중 더 이상 실행하지 않는 4개를 제외한 86개로 응답률은 77%였다. 분석대상은 거주자와 비거주자로써 자료는 2003년 초 66개의 green pricing 프로그램의 질문서를 토대로 도출되었다. Green Pricing 프로그램 질문서는 참여, 지난해 판매, 재생에너지 공급, 할 증금(초과 구매력), 프로그램 디자인과 실행, 마케팅, 소비자를 위한 부가서비스 이렇게 총 7부분으로 나누어져있다. 특히 거주자와 비거주자와 참여, 재생에너지 판매량, 프로그램 수명, 사용하는 재생에너지의 종류, 프로그램 가격, 비용 할증료, 프로그램 평가의 종류, 프로그램 마케팅 노력, 참여자에게 제공되는 부수적 가치와 관련된 자료를 모으기 위해 실행되었다. 종속적 변수로 프로그램 유효성 측정과 관련된 비/거주자 참여와 재생에너지 구매를 선택하였으며 독립적 변수로 프로그램 디자인과 마케팅 특징을 들었다. 분석방법으로는 이변성과 다변성 통계적 분석을 이용하였다. 이변성 분석은 쉽게 개별적 독립 변수와 종속변수와의 직접적 관계를 보여주며 다변성 분석은 보다 정확한 영향 산정을 위해 선택한 복합적 독립변수를 이용하였다. 프로그램 유효성 측정을 위해 비/거주자 참여 퍼센트와 재생에너지 구매 퍼센트를 구하였다. 그러나 이 분석에 몇 가지 제한점이 있었다. 소비자 중 국외자의 영향으로 분석에 많은 영향을 주지 않지만 single utility 프로그램은 비거주자참여율과 재생에너지 구매율에 영향을 끼칠 가능성이 있으며 독립/설병변수를 프로그램성공을 위해 거듭 강조하지만 빠지거나 무딘 변수는 여전히 존재한다. 분석 대상이 2002년까지를 대상으로 하기 때문에 시간상의 지체 역시 문제가 될 수 있다. 다중공산성 역시 독립변수간의 상관관계가 나타나면서 발생된다. 하지만 몇 가지 재미있는 결과를 얻어냈다. 프로그램 기간이 소비자 응답에 영향을 미치며 초기 거주고객의 높은 구매력이 지속된다는 것이다. 가격 할증료와 최소 월사용료는 프로그램 성공 초기 결정요인이 되지 않는다. 작은 시설이 성공 달성가능성이 더 큰 것으로 나타났으며 비거주자의 사적 이득 제공 역시 성공 강화에 영향을 끼쳤다.

• Journal of the Korea Concrete Institute
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• v.19 no.1
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• pp.103-111
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• 2007

Experimental study was carried out to investigate the structural performance of composite beams with steel fiber concrete and angle. For this purpose, seven specimens composed of two RC beams with or without steel fiber and five composite beams with steel fiber and angle were constructed and tested. All specimens had no web shear reinforcement. Main variables for the specimens were tensile reinforcement ratio and fiber volume fraction. Based on the test results, structural performance such as strength, stiffness, ductility and energy dissipation capacity was evaluated and compared with the predicted strength. The prediction of flexure and shear strength gives a good relationship with the observed strength. The strength, ductility and energy dissipation capacity are increased, as the fiber volume fraction is increased. Meanwhile, high tensile reinforcement ratio resulted in the reduction of ductility and energy dissipation capacity for the composite beams.

• Journal of the Korea Concrete Institute
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• v.13 no.3
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• pp.237-243
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• 2001

The prediction model is proposed to estimate the variation of compressive strength of fly ash concrete with aging. After analyzing the experimental result with the model, the regression results are presented according to fly ash replacement content and water-cement ratio. Based on the regression results, the influence of fly ash replacement content and water-cement ratio on apparent activation energy was investigated. According to the analysis, the model provides a good estimate of compressive strength development of fly ash concrete with aging. As the fly ash replacement content increases, the limiting relative compressive strength and initial apparent activation energy become greater. The concrete with water-cement ratio smaller than 0.40 shows that the limiting relative compressive strength and apparent activation energy are nearly constant according to water-cement ratio. But, the concrete with water-cement ratio greater than 0.40 has the increasing limiting relative compressive strength and apparent activation energy with increasing water-cement ratio.

• Korean Journal of Construction Engineering and Management
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• v.20 no.3
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• pp.105-112
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• 2019

Due to abnormal high temperature, electric power demand has exceeded the backup power reserved for emergency case, hence, resulting in a major power outage. In today's overcrowded cities, the unexpected disruption in energy supply and demand is a major threat to the enormous economic damage and urban malfunctions. Existing methods for estimating the demand of the emergency power source do not lend themselves to predict the actual demand in the spatial dimension of the city. In addition, the reserve power is arbitrarily distributed in the case of emergency. This paper presents a method that predicts the emergency power demand using the spatial distribution of emergency power demand by applying the daily energy consumption intensity and emergency power demand according to urban spatial information and building use.

• The Journal of Korea Institute of Information, Electronics, and Communication Technology
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• v.14 no.1
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• pp.78-90
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• 2021

The purpose of this study was to develop the mathematic algorithm for energy expenditure calculation during cycling as a part of the development of a higher value-added cycle. Participants were 60 university students (male 30, female 30). Energy expenditure was measured with breathing gas at 10 sec intervals by gas analyzer connected with stationary cycle ergometer. Values presented by commercial speedometer and preceding researches were used for verification of actual measurement values in this study. In conclusion, the mathematic algorithms for energy expenditure calculation during cycling were as follows. For male, energy expenditure(Kcal)=5.048×cycling time(min)-2.258, energy expenditure(Kcal)=(0.05×cycling velocity(kph))×(4.750×cycling time(min)+0.091). For female, energy expenditure(Kcal)=4.466×cycling time(min)-1.605, energy expenditure(Kcal)(cycling velocity≤20kph)=(0.05×cycling velocity(kph))×(4.151× cycling time(min)-0.736), energy expenditure(Kcal)(cycling velocity>20kph)=(0.04×cycling velocity(kph)) ×(4.151×cycling time(min) -0.736). And it is suggested that the developed algorithm with cycling time and velocity should be applied for the development of a higher value-added cycle.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.2
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• pp.521-528
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• 2013

Urban drainage systems are generally designed as open channel flow. The system, however, shows a partially surcharged flow in its body, especially at junctions or manholes. Thus, a special case of this condition needs to be explained as pressurized flow condition for designing the sewer system. This study considered the surcharged manhole flows during an unexpected rainfall event or an excess of design frequency. Overflows from surcharged manholes and urban flooding can occur from the effect of surcharged flows. Thus, sewer systems should be designed with the concept of open channel flow and pressurized flow. Also, energy losses in a manhole need to be considered. The aim of this study is to develop the numerical model which can evaluate the effect of the energy losses at the manhole. The numerical model was verified and compared with hydraulic model and SWMM. The results showed that the water depth of numerical model was in good agreement with hydraulic model at the each manhole. However, the SWMM underestimated the water depth because that model ignored the energy losses at manholes. Thus, the developed numerical model in this study could be a useful tool for the assessment of a conveyance of urban drainage system.

• Journal of Advanced Marine Engineering and Technology
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• v.34 no.4
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• pp.500-507
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• 2010

Regard to the global warming, the shipping industries are progressed the dedicated endeavor to reduce greenhouse gas. As the study results of 2009 GHG study team, the $CO_2$ emission of shipping industries exceeded slightly 1.0 billion ton during one year(2007) and it is 3.3% of total $CO_2$ amount exhausted from all industries. This paper are introduced the energy efficiency design index / operation indicator monitoring system(EDiMS) which matched with EVAMOS software released by the dynamics laboratory of Mokpo maritime university. EDiMS can continuously be monitored amounts of $CO_2$, NOx, SOx, and PM emitted from ship and it can be applied as the useful tool of the inventory work of air pollution and the ship energy management plan for the mitigation or reduction of ship emission.

• Composites Research
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• v.26 no.4
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• pp.223-229
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• 2013

Hybrid composite strut tower was designed to prevent permanent deformation of upper mount by the impact from the uneven road. When exceeding energy absorption capacity of tire and suspension systems, residual impact is delivered to upper mount. Especially, in case of using high-rigidity suspension system for high driving performance, the conventional strut tower can be easily deformed due to reduction of energy absorption capacity of suspension systems. In this study, optimal design of hybrid composite strut tower which made of back-up metal and carbon fiber reinforced composite was suggested by using finite element analysis, and low velocity impact test was performed to investigate their dynamic characteristics. Also, 3D measuring and ultra c-scanning methods were carried out to diagnose damages in the strut towers.