• Journal of Korean Society of Steel Construction
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• v.11 no.3 s.40
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• pp.311-318
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• 1999

Concrete filled tubular(CFT) members have many structural and constructional advantages. The prefabrication of CFT members can be thought an idea for the good qualify control of concrete. The objective of this study is to suggest the construction method of prefab CFT beam-columns. Tests are performed to understand their structural behaviors. The opening space between prefab CFT members and the size of tubular members are the parameters of this study. The results of this study will be based on the suggestion of prefab CFT.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2008.06a
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• pp.301-301
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• 2008

최근의 세라믹 공정기술은 고집적화 추세에 따라 그린시트의 두께가 얇아지면서 다층화되고 있으므로 fine patterning, Via Hole 크기의 최소화, Via Hole 간의 층간 연결을 위한 그린시트 층간 정밀도가 더욱 중요해지고 있다. 따라서 세라믹의 소성후 수축율 제어는 고집적 세라믹 기판 모듈 제작을 위한 핵심공정기술로 기술 개발에 대한 필요성이 증대되고 있다. 온 연구에서는 일축가압 이용한 PAS법 (Pressure Assisted Constrained Sintering)과 Al2O3를 희생층으로 이용한 Constrained법을 혼합하여 저온 동시소성 세라믹 기판의 x-y축 방향의 수축율을 zero로 제어하고자하였다. Al2O3/LTCC/Al2O3인 샌드위치 구조로 세라믹 시트를 적층하여 Load에 따른 소성수축율 및 LTCC 두께에 따른 Edge Curvature의 Radius를 측정하였다. 그 결과 소성온도 $900^{\circ}C$에서 Constrian Layer $500{\mu}m$, Load 0.92kg/cm3일때 LTCC의 두께가 $400{\mu}m$에서 $2500{\mu}m$로 증가함에 따라 Edge Curvature Radius가 $430{\mu}m$에서 $2200{\mu}m$로 증가하는 것을 확인하였다. 이때 소결 밀도는 2.95g/$cm^3$로 우수한 특성을 나타내었다.

• Proceedings of the Korean Information Science Society Conference
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• 2002.10e
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• pp.454-456
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• 2002

인터넷의 발달로 인하여 웹을 통한 문서 송수신이 많아지면서 이메일의 사용자도 기하급수적으로 늘어나고 있다. 또한 전자상거래에서 무수한 개인적, 직접적 정보 서비스를 이메일로 이용하게 됨에 따라 빠르고 정확한 전송시스템이 현안이 되고 있다. 특히 전자상거래의 상업적 메일은 대량의 메일을 항상 송신해야 하고, 멀티미디어 자료들이 내재되어 있어 메일 용량이 커져서 메일 전송 시 많은 부하가 발생할 수밖에 없는 현실이다. 본 연구는 이러한 문제를 해결하기 위하여 전자상거래의 메일 특수성에 맞춰 템플릿(template)기반 메일 전송방법을 제안하고자 한다. 이는 시간 축을 기준으로 각각의 클라이언트에게 보내는 내용이 같은 항목 하에 일부 내용만이 바뀌는 수평적 유사성(horizontal similarity), 보내지는 폼의 전체적인 디자인 변화나 회사의 정보가 변경되는 수직적 유사성(vertical similarity)특징을 이용한다. 유사성을 가진 메일을 보낼 때 하나의 템플릿으로 작성해서 보내게 되면, 그 이후에는 템플릿 외 사용자 정보만을 전송하게 되며, 메일클라이언트는 컴퓨터에서 이러한 템플릿을 가지고 원래의 메일로 복원을 하게 된다. 이는 전체적인 메일 전송량을 현저하게 줄일 수 있게 해 준다.

• Proceedings of the Korea Concrete Institute Conference
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• 1997.10a
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• pp.183-188
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• 1997

From a viewpoint of construction cost and preserving management of pavement, a policy of domestic pavement was gradually spreaded concrete pavement rather than asphalt. But the use of concrete with ordinary portland cement has shortages, such as dry-shrinkage, low flexural strength, etc. In order to overcome these problems, the concrete pavement using CSA expansive additive (Non-Shrinkage Cement) was studied and carried out the fie이 application. As the results, we find out Non-Shrinkage Cement that was distinguished in short-term construction by increasing flexural strength, shrinkage compensating and low-heat evaluation compared with OPC concrete.

• Applied Chemistry for Engineering
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• v.10 no.3
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• pp.467-476
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• 1999

This paper analyzed the behavior of fixed-bed catalytic reactor (FBCR) which synthesizing maleic anhydride(MA) from the selective oxidation of n-butane. The behavior of FBCR describing convection-diffusion-reaction mechanism is examined by using two-dimensional pseudohomogeneous plug-flow transient model, with the kinetics of Langmuir-Hinshelwood type. Prediction model is composed by optimum parameter estimation from temperature profile, yield and conversion of single FBCR on operating condition variations of Sharma's pilot-plant experiment. A double FBCR with same yield and conversion for single FBCR generated a $8.96^{\circ}C$ lower hot spot temperature than a single FBCR. We could predict parametric sensitivity according to the variation of possible operating condition (temperature, concentration, volumetric flow of feed reactant and coolant flow rate) of single and double FBCR. Double FBCR showed the behavior of more operating range than single FBCR. Double FBCR with nonuniform activities could assure safety operation condition for the possible variation of operating condition. Also, double FBCR had slightly higher than the single FBCR in conversion and yield.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.4
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• pp.94-101
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• 2010

Recently, the interest of precast concrete is increased for rapid construction in construction fields. Experimental study about the shear performance of the joint between hollow core slabs which have internal core to reduce their weight was performed. Main test variables were thickness of the topping concrete and existence of the wiremesh. Total 8 specimens including 4 in-plane shear and 4 out of plane shear were tested. Test results were analyzed in terms of cracking load, failure load, failure aspect, stiffness and ductility, and compared its design load to develop optimum design details. Test results indicated that the shear performance of the non-shrinkage mortar specimen was similar to that of 30mm thickness topping concrete specimen, and the effect of wiremesh reinforcement did not affect the failure load or stiffness of the specimens but the increase of ductility. And this paper presents the comparison results of the test results and design load to provide the optimum detail of the joint design between the hollow core slabs.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.42 no.1
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• pp.1-9
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• 2022

Semi-integral abutment bridges are a type of integral abutment bridges. These bridges eliminate expansion joints on the structure and can be used in situations not suitable for full-integral abutment bridge. Moreover, Semi-integral bridges have excellent maintenance and can be economically constructed. This study is about precast wall-type blocks at each end which provide lateral support for PSC girder, as well as acting as retaining walls to resist longitudinal movement of semi-integral abutment bridge. The end-diaphragm connection between ended blocks of PSC girders can be achieved by in-suit nonshrinkage concrete. The results show that 3-point experiment of end-diaphragm beam have an acceptable performance which is so better than results of structural design. Moreover, the effects of backfill soil on semi-integral abutment bridge constructed are analyzed the behavior according to the temperature changes.

• Clinical and Experimental Pediatrics
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• v.52 no.7
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• pp.798-803
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• 2009

Purpose : We aimed to examine the effectiveness of the head-up tilt test (HUT) for the diagnosis of syncope or presyncope in children and adolescents. Methods : HUT results and clinical features of 160 children and adolescents with syncope or presyncope were studied from May 2003 through March 2008 at the Chonbuk National University Hospital. The children and adolescents were subjected to $70^{\circ}$ HUT for 45 minutes. The testees were divided into 2 groups: group I (children) comprising 39 children in the age range 7-12 years (mean, $10.59{\pm}1.60$ years) and group II (adolescents) comprising 121 adolescents in the age range 13-20 years (mean, $15.93{\pm}2.28$ years). Positive result rates of the HUT and types of hemodynamic response to the test in the 2 groups were compared. Results : Of the 160 testees, 92 (57.5%) showed positive HUT results; they showed 3 patterns of response to tilting. Twelve patients showed a predominantly vasodepressor response; 10 patients showed a cardioinhibitory response; and 70 patients showed a mixed response. The positive result rates were 43.6% (17/39) and 62.0% (75/121) in groups I and II, respectively. Mixed response was the predominant positive hemodynamic response in both the groups. Conclusion : The HUT is a useful diagnostic tool for evaluating the condition of pediatric patients, including adolescents, with syncope. Further, it may be considered as the first step for evaluating the condition of such patients.

• Magazine of the Korea Concrete Institute
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• v.10 no.1
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• pp.153-159
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• 1998

최근 교통량의 증가에 의해 직접 하중을 부담하는 교량바닥판의 손상이 심각한문제로 부각되고 있다. 더욱이 차량하중의 증가는 바닥판손상을 더욱 가속화시키고 있는 실정이다. 바닥판의 손상이 심한 경우에는 교체 또는 성능개선공사를 시행하게 되는데, 이때 기존의 현장타설바닥판이 갖는 단점을 보완할 수 있는 프리캐스트 콘크리트 바닥판은 공기단축, 품질확보 등의 측면에서 매우 효과적인 대체공법이 될 수 있다. 프리캐스트 콘크리트 바닥판은 기존의 현장타설바닥판과달리 바닥판간에 이음부를 갖는 구조적 특징이 있으며, 다양한응력상태에 있는 바닥판중에 존재하는 비연속부인 이음부와 콘크리트 부재사이의 원활한 하중전달을 위해 부착강도는 매우 중요하다. 따라서 본 연구에서는 이음부의 부착강도를 함리적으로 평가할 수 있는 새로운 실험방법을 제안하고 이를 이용하여 휨, 직접인장 및 전단실험을 수행하였다. 또한 구성재료에 대한 압축, 휨인장 및 할렬인장강도 특성도 평가하였 다. 부착 및 강도특성에 관한 실험결과, 제안된 실험방법을 이용하면 실제에 근접한 부착강도를 평가할 수 있으며 국내에서 사용되는 충전재료중 무수축모르터가 프리캐스트 콘크리트 바닥판간 이음부의 채움재로서의 기본요건을 만족하고 있는 것을 알 수 있었다.

• Journal of the Korean Institute of Traditional Landscape Architecture
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• v.29 no.3
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• pp.106-115
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• 2011

This study, based on (edited in 18th century), analysed the landscape system and cultural landscape elements of Yuhoidang(Hageowon 何去園) Garden in Musu-dong, Daejeon, and the findings are as in the following. YuHoidang(Gwon Yijin 權以鎭) managed Hageowon Garden in Musu-dong, located on the southern branch of Mt. Bomun, to realize his utopia. The completion of Hageowon Garden was only possible due to his installation of a variety of facilities in family gravesite on the hill behind his house: Shimyoso(Samgeunjeongsa 三近精舍, in 1707), Naboji(納汚池, in 1713), Banhwanwon(in 1714) and expended exterior space(in 1727). With regard to the landscape system of the village, the main range of mountains consists of Mt. Daedun, Mt. Odae and Mt. Bomun. The main high mountain of the three is Mt. Bomun, where 'Blue Dragon' hill branches off on the east side(Eungbong), 'White Tiger' in the west(Cheongeun and Sajeong) and Ansan(inner mountain) in the south. The landscape system is featured by 'mountains in back and rivers in front'. The river in the south-west, with its source in Mt. Juryun is called as the 'Stream of outer perfect spot', while the 'Stream of inner perfect spot' rises from Eungbong, passing through the east part of the village into the south-western direction. Banhwanwon Garden(盤桓園) was created with the stream in the east and natural bedrocks, and its landscape elements includes Naboji, Hwalsudam, Gosudae, Sumi Waterfall, Dogyeong(path of peach trees), Odeeokdae(platform with persimmon trees), Maeryong(Japanese apricot tree), springs and observatories. An expanded version of Banhwanwon was Hageowon garden, where a series of 'water-trees-stone' including streams, four ponds, five observation platforms, three bamboo forests and Chukgyeongwon(縮景園) of an artificial hill gives the origin forest a scenic atmosphere. When it comes to semantics landscape elements, there are (1) Yuhoidang to cherish the memory of a deceased parents, (2) Naboji for family unification, (3) Gosudae to keep fidelity, (4) Odeokdae to collect virtue and wisdom, (5) Sumi Waterfall to aspire to be a man of noble character, (6) Yocheondae for auspicious life, (7) Sumanheon and Gigungjae to be in pursuit of hermitic life, (8) Hwalsudam for development of family and study, (9) Mongjeong to repay favor of ancestors, (10) Seokgasan, a symbol of secluded life, (11) Hageowon to enjoy guarding graves in retired life. The spatial composition of Hageowon was realized through (1) Yuhoidang's inside gardens(Naboji, Jucheondang, Odeokdae, Dogyeong, Back yard garden and others) (2) Sumanheon(收漫軒) Byeolup or Yuhoidang's back yard gardens (Seokyeonji, Yocheondae, Sumanheon, Baegyeongdae, Amseokwon and others) (3) Chukgyeongwon of the artificial hill(which is also the east garden of Sumanheon, being composed of Hwalsudam, Sumi Waterfall and Gasan or 12 mountaintops) (4) the scenic spots for unifying Confucianism, Buddhism and Taoism are Cemetry garden in the back hill of the village, the temple of Yeogyeongam, Sansinkak(ancestral ritual place of folk religion) and Geoeopjae(family school). On top of that, Chagyeongwon Garden(借景園) commands a panoramic distant view of nature's changing beauty through the seasons.