• KIEAE Journal
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• 제15권1호
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• pp.77-82
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• 2015

The purpose of this study is to compare the thermal insulation performance of windows according to the formation of air layer and to evaluate its energy efficiency on a selected standard house. A thermal insulation test, KS F 2278 was used to measure U-values (Heat transmission coefficients) for the following three cases: the first case (Case 1) is a Low-E pair glass (Argon injected), the second case (Case 2) is a Low-E pair glass with the air cap attached on the glass surface, and the third case (Case 3) is a Low-E pair glass, on the frame of which the air cap is attached. The evaluation of the energy efficiency was conducted according to a building energy calculation method from ISO 13790, calculation of energy use for space heating and cooling, using the U-values obtained from the thermal insulation tests. As results of the tests, the U-values of Case 1, Case 2, and Case 3 were $1.668W/m^2{\cdot}K$, $1.568W/m^2{\cdot}K$, and $1.319W/m^2{\cdot}K$ respectively. The Case 2 had about 5.9% lower value than the Case 1, and the Case 3 had about 20.9% lower value than the Case 1. It seems that the thermal performance of the windows is attributed to an increase of the heat resistance and the thickness of air layer. An evaluation of the energy efficiency of the three cases on the selected standard house showed that the amount of heating energy demand per unit area was $7.776kWh/m^2{\cdot}yr$ for the Case $1,6.856kWh/m^2{\cdot}yr$ for the Case 2, and $4.856kWh/m^2{\cdot}yr$ for the Case 3. This study suggests that the formation of air layer (by using air cap) and its thickness should reduce the heat energy demand and thus improve the energy saving efficiency

• 한국지역사회생활과학회지
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• 제27권2호
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• pp.245-263
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• 2016

This study was conducted to investigate the thermoregulatory behavior of young males in terms of self-identified thermal tolerance. We recruited 436 male students from Seoul ($24.0{\pm}4.6yr$ in age, $175.3{\pm}5.5cm$ in height, $70.1{\pm}10.6kg$ in body mass, and $23.0{\pm}2.7$ in BMI) in accordance with four types of self-identified thermal tolerance: 1) tolerable of both cold and heat, BCH (N=15); 2) heat tolerable only, HTO (N=118); 3) cold tolerable only, CTO (N=162); and 4) neither cold nor heat tolerable, NCH (N=141). The questionnaire consisted of 55 questions regarding preference to cold or heat environment, seasonal thermoregulatory behaviors including clothing habits, seasonal sleeping environments, health care/physical fitness, and anthropometric items. The results showed that: 1) BCH preferred less auxiliary heating devices, gloves/hats, or thermal underwear in winter and had very few experiences with cold/heat injuries or catching a cold, whereas NCH showed the opposite behavior and experiences as BCH; 2) thermoregulatory behaviors were not symmetrical between summer and winter. Most male students preferred cold beverage/foods to using cooling devices to lower body temperature in summer, whereas auxiliary heating devices were preferred to warm beverage/foods to maintain body temperature in winter; 3) thermoregulatory behaviors of NCH had more items in common with HTO than CTO, while the behaviors of BCH were more closely related to CTO than the behaviors of BCH were more closely related to CTO than HTO. Overall, we confirmed that thermoregulatory behaviors were apparently classified by self-identified thermal tolerance, and such behaviors could be adjusted by improving cold or heat tolerance.

• 콘크리트학회논문집
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• 제20권5호
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• pp.583-592
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• 2008

최근 고강도콘크리트의 압축강도, 탄성계수 및 최대하중에서의 변형에 대한 고온의 영향이 실험적으로 연구되어지고 있다. 본 연구는 40, 60, 80 MPa 급 고강도콘크리트의 재료 역학적 특성에 있어서 $20{\sim}700^{\circ}C$ 범위로 상승되는 온도의 영향을 연구하는데 그 목적이 있다. 본 연구에서는 설계하중 사전재하 및 잔존강도시험 방법으로서 시험체를 가열하기 전에 상온 압축강도의 25% 하중을 사전재하한 후 가열을 실시하고, 가열하는 동안 하중을 유지하며, 목표온도에 도달한 후 고온상태 및 상온에서 24시간 냉각상태에서 시험체가 파괴될 때까지 재하를 실시하였다. 시험은 W/B 46%, 32% 및 25%로 이루어진 콘크리트 시험체에 대하여 $20{\sim}700^{\circ}C$의 다양한 온도하에서 실시하였다. 시험 결과 콘크리트 강도가 증가할수록 고온에서의 상대적인 압축강도와 탄성계수는 감소하였으며, 최대하중에서의 축방향 변형은 설계하중 사전재하와 상관성이 높은 것으로 나타났다. 또한 온도상승에 따른 콘크리트의 열팽창 변형은 압축강도 뿐만 아니라 하중 크기의 영향을 받는 것으로 나타났으며, 최종적으로 가열을 받은 고강도콘크리트의 압축강도 및 탄성계수에 대한 모델식을 제안하였다.

• 한국태양에너지학회 논문집
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• 제32권3호
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• pp.153-161
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• 2012

This study conducted a survey and field investigation on the application of the Public Obligation System for new & renewable energy in public buildings, as well as energy consumption of each building according to their uses. The findings are as follows: (1) Since the introduction of the Public Obligation System (until June 30, 2011), there was average 1.4 new & renewable energy facilities established at 1,433 places. Preference for solar energy facilities was the highest at 57.8%. (2) The revised act sets the obligatory supply percentage of new & renewable energy for each public building: it is 9.0% for a tax office, 4.2% for a dong office, 8.2% for a public health center, and 12.6% for a fire station. All the public buildings except for fire stations failed to meet 10% expected energy consumption, a revised standard. (3) Energy consumption of each public building was 120.6TOE for a tax office, 124.3TOE for a dong office, 166.4TOE for a public health center, and 174.6TOE for a fire station. The energy consumption was comprised of 80% electric power, 18% urban gas, and 1% oil. (4) Electric power consumption per person in the room was high at a dong office, and fuel consumption per person in the room was high at a public health center. In addition, electric power consumption per unit space was high at a public health center, and fuel consumption per unit space was high at a fire station. (5) In all the four public buildings, power load had the highest basic unit percentage at average 55%, being followed by heating load (21.2%), cooling load (15%), and water heating load (7%). A tax office and fire station had 2% load due to cooking facilities.

• 한국결정성장학회지
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• 제6권2호
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• pp.166-176
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• 1996

새로운 비선형 광학결정으로 유망시되는 $CsLiB_{6}O_{10}$ 결정을 육성하기 위한 기초 조건을 조사하였다. 화학양론적으로 혼합된 $CsLiB_{6}O_{10}$ 조성으로부터 $600^{\circ}C$ 이상의 온도에서 같은 조성의 결정이 형성되었고, 이 결정은 $800^{\circ}C$까지 상변화를 나타내지 않았으며, $850^{\circ}C$에서 합치용융하였다. $CsLiB_{6}O_{10}$ 조성을 용융시킨 뒤, 융액을 $1~150^{\circ}C/hr$의 냉각 속도로 냉각시키면, 냉각 속도에 관계없이 유리가 생성되었다. 그러나 융액중에 $CsLiB_{6}O_{10}$ 결정 seed가 존재하는 경우에는 융액으로부터 $CsLiB_{6}O_{10}$ 결정이 직접 석출되었다. Seed 결정을 이용하여 온도 구배가 $100^{\circ}C/cm$인 일방향 전기로에서 0.06 mm/hr의 응고 속도로 투명한 $CsLiB_{6}O_{10}$ 단결정을 육성하였다. 육성된 결정의 구조 해석 결과, 이결정은 noncentrosymmetric tetragonal space group 142d에 속하고, unit cell dimensions은 $a=10.467(1)\;{\AA},\;c=8.972(1)\;{\AA}과\;V=983.0(2)\;{\AA}^3$이었다. 이 결정의 광학적 특성은 180mm에서 absorption edge를 가지고 300 nm이상의 파장 영역에서 70%의 광투과율(두께 0.5 mm)을 나타내었다.

• 한국산학기술학회논문지
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• 제17권7호
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• pp.616-622
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• 2016

하절기 줄어드는 온수부하는 태양열 집열기 과열의 주된 원인이다. 과열방지목적으로 공냉 또는 차단막이 사용되는데 이는 추가적인 기계적요소를 필요하게 되고 장기 운용 시 파손 등의 우려에 따라 그 신뢰도도 크게 저하된다. 지중열교환기는 지열을 열원으로 방열 또는 흡열을 진행하는데, 지열을 고 열원으로 하여 흡열을 목적으로 하는 연구가 대다수이며 지열원이 저열원으로 이용하는 방열에 대한 연구는 부족한 편이다. 그리하여 본 연구에서는 태양열집열판의 과열방지를 목적으로 하는 지중열교환기의 가능성 및 그 성능에 대한 연구를 진행하였다. 여름철 최대 $150^{\circ}C$이상의 고온을 유지하는 태양열집열판의 열을 방출하기 위하여 1.2m의 하부 깊이를 갖는 50m 나선형 지중열교환기를 설치하였고 이를 통해 순간 냉각이 가능한 것으로 확인되었으며, 태양열집열판의 여름철 과열에 의한 파손을 방지할 수 있었다. 그리고 다양한 변수에 대한 이론적인 계산을 통하여 0.33kg/s의 최저 순환유량만 유지해주면 지열 열교환기의 길이에 따른 방열효과에 큰 영향을 미치지 않음을 판단할 수 있다. 또한 축열조와의 공동 사용시 냉각효과는 여름철 과열시 충분한 과열방지 제어가 가능한 것으로 조사되었다.

• 한국산학기술학회논문지
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• 제20권1호
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• pp.456-463
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• 2019

가축 사육 시설 내부의 온도, 습도 등과 같은 미기상 요소는 환기, 냉방, 난방, 단열, 가축의 현열 및 잠열과 같은 에너지 발생 등 다양한 요소의 복합적인 영향을 받는다. 본 연구에서는 위와 같은 다양한 변수에 따른 시설 내부의 에너지 흐름 및 기작을 구현하기 위하여 BES 수치해석 기법을 활용하였다. BES 수치해석 모델 및 THI 지수 개념을 이용하여 국내 주요 지역별 가금 사육 시설 내부의 고온 스트레스 발생 정도를 정량적으로 산정하고자 하였다. 또한, 최근 동물복지 사육이슈에 따라, 현행 기준 및 동물복지를 고려한 사육 밀도 적용 시, 시설 내부의 THI 지수를 비교 분석하였으며, 그 결과, 환절기 시기의 경우 사육밀도 감소에 따른 유의한 고온 스트레스 감소 효과가 도출되었으나(p<0.05), 하절기의 경우 큰 차이를 보이지 않아(p>0.05) 지역별 적정 냉방시설의 설비 마련이 시급한 것으로 나타났다. 전라북도 익산시의 경우, 사육밀도 감소에 따라 고온 스트레스 발생 시간 기준, 총 252시간의 이득이 있는 것으로 산출되었다.

• 혜화의학회지
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• 제10권2호
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• pp.91-96
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• 2002

We arrived at the following conclusions after we have studied esophagitis through the literatures of oriental and western medicine. 1. The western medical causes of acute esophagitis are corrosiveness chemical material, esophageal or gastric disease, trauma, blister stomatitis, filamentous fungus infection and uremia of chronic patient etc, and the oriental medical causes are qi and blood stagnation, blood stasis and stagnation, stagnant phlegm by coldness, heating, dyspepsia and food poisoning etc. 2. The western medical causes of chronic esophagitis are malfunction of lower esophageal sphincter, esophageal tom chink and hernia, increase of gastric pressure by overeating, fatness, pregnancy and ascites etc, and the oriental medical causes are asthenic cardiac qi, hepatic qi attacking stomach by seven kinds of depression, cold-damp stagnation and insufficiency of gastric qi by overeating, excessive drinking and sexual indulgence etc. 3. The main symptoms of acute esophagitis are severe chest pain, instantly vomiting, swallowing pain etc, and chronic esophagitis are occasionally light chest pain, heart bum, anorexia, dysphagia, dizziness, general body weakness etc. These symptoms are come under thoracic obstruction, acid regurgitation, vomiting and chest pain of oriental medicine. 4. The western medical diagnoses of acute and chronic esophagitis have used radiation test, esophageal endoscopy, esophageal pressure test and biopsy etc, and the oriental medical diagnoses have used syndrome differentiation by four examination of inspection, listening and smelling examination, inquiring, pulse-taking and palpitation. 5. The western medical treatments of acute esophagitis have regarded preservation stability of esophagus as a principle, and the oriental medical treatments mainly have used expelling pathogen of expelling cold and regulating qi, cooling and removing stasis, promoting blood circulation to remove blood stasis, eliminating phlegm and regulating qi. 6. The western medical treatments of chronic esophagitis have regarded decrease flowing backward of gastric juice as a purpose, and the oriental medical treatments mainly have used strengthening body resistance of replenishing and strengthening cardioqi, dispersing stagnated hepatoqi, expelling cold and dehygrosis, invigorating stomach and nourishing qi.

• Corrosion Science and Technology
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• 제14권3호
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• pp.120-126
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• 2015

The usage of bending products recently have increased since many industries such as automobile, aerospace, shipbuilding, and chemical plants need the application of pipings. Bending process is one of the inevitable steps to fabricate the facilities. Induction heat bending is composed of compressive bending process by local heating and cooling. This work focused on the effect of induction heat bending process on the properties of ASME SA312 Gr. TP304 stainless steel pipes. Tests were performed for base metal and bended area including extrados, intrados, crown up, and down parts. Microstructure was analyzed using an optical microscope and SEM. In order to determine intergranular corrosion resistance, Double Loop Electrochemical Potentiokinetic Reactivation (DL-EPR) test and ASTM A262 practice A and C tests were done. Every specimen revealed non-metallic inclusion free under the criteria of 1.5i of the standard and the induction heat bending process did not affect the non-metallic inclusion in the alloys. Also, all the bended specimens had finer grain size than ASTM grain size number 5 corresponding to the grain sizes of the base metal and thus the grain size of the pipe bended by induction heat bending process is acceptable. Hardness of transition start, bend, and transition end areas of ASME SA312 TP304 stainless steel was a little higher than that of base metal. Intergranular corrosion behavior was determined by ASTM A262 practice A and C and DL-EPR test, and respectively step structure, corrosion rate under 0.3 mm/y, and Degree of Sensitization (DOS) of 0.001~0.075% were obtained. That is, the induction heat bending process didn't affect the intergranular corrosion behavior of ASME SA312 TP304 stainless steel.

• 대한건축학회논문집:계획계
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• 제34권2호
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• pp.3-11
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• 2018

Korea has achieved a rapid economic development and with the increase in population and national income and the expansion of social and economic activities, energy consumption has rapidly increased too. Energy consumption per head has constantly increased and currently, power consumption per head is 7.5 times bigger than in 1985. Buildings occupy 25% of total energy consumption and especially, 50% of total energy is consumed for heating and cooling. In this situation, multi-family housing, which has constantly been increased, has an energy saving rate of 1.9%, which is the lowest level and this makes the government's energy policy for sustainable energy system development useless. Besides, energy consumption leads to secondary problems, such as air, water and marine pollution and heat pollution and wastewater/drainage and the increased use of fossil fuel is a fundamental reason for ozone layer destruction and global warming. Therefore, efficient energy consumption plans are required. This study aims to analyze energy performance in each block type of high-rise and diversified multi-family housing that accounts for 60% of all the housing forms, depending on the variations in stories through BIM-based energy simulation. For this study, four representative block types were selected, based on the multi-family floor plan, which is certified for energy performance evaluation and they were applied to the floor plan of a multi-family house that is scheduled to be built. Then BIM modeling was conducted from the fifth story to the 40th story at an intervals of 5 stories and based on the finding, energy characteristics of each block type and energy performance depending on the variations in stories were analyzed. It is considered that this would serve as objective data for block type and block story decision of energy performance-based multi-family housing.