• 한국주거학회논문집
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• 제24권4호
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• pp.53-60
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• 2013

Apartments amount to 58.3%, the highest proportion of domestic housing types. These apartments' lifespan (approximately 27 years) are one-third of the developed countries' housing lifespan due to the property developers and mass production. It is significantly short-cycle period considering the original physical lifespan of the apartment housing are 60 years. It has caused economic loss and environmental degradation. In recent years, research and development for the long life of the apartment housing has been actively performed, but it is limited on reconstruction and new construction. Reconstruction of existing a number of high-rise apartments is difficult owing to restrictions on the floor area ratio allowing for 40 years limit of decay resistance after the completion. Improving lifespan of the building has recently begun to receive attention as an alternative to remodeling. However, These sort of remodeling techniques tend to be focused on technology developed for the physical life extension. That means developing the techniques about dwelling-unit environment for residents satisfaction are required as well as improving physical construction. The purpose of this study is to propose and verify the Participatory Design Technique which can help the residents as the active participation in the design decision-making process.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.897-904
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• 2008

The major objective of this study is to investigate the effective improvement plan for the curve sections in the conventional lines which the tilting train runs on. In order to the speed-up of conventional lines that have many curve lines, there needs a improvement construction of substructure such as the straight or double track work and so on. But in this case, it needs to have a plenty of the cost and the period. Therefore, the tilting train which provides the high-speed service effectively in curve tracks and is operating at abroad, was been studying to be suited to natural features. So, in this paper we investigate the improvement method at the sections only where need the extension of the transition curves, and the present status of them for the effective tiling train service using results which were examined on the preceding study which was the development of track system innovation technology for speed-up of them. And we look forward to playing a decisive role as reference material for the decision of the linear fitness in order to operate effectively on the conventional lines for the commercial service of the tilting train, on the basis of checking out the sufficient condition concerned in the track alignment and the velocity which are required in the railway construction rules and the design criteria.

• Journal of Electrical Engineering and information Science
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• 제2권6호
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• pp.217-222
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• 1997

Recently, No et al. presented a new construction of binary sequences with ideal autocorrelation property. In this paper, we applied this method into some of the well-known binary sequences with ideal autocorrelation, and the results are described in detail. First, the GMW sequences are shown to be a natural extension of m-sequences with respect to this method. Second, new binary sequences with ideal autocorrelation property are explicitly constructed from Legendre sequences, Hall's sextic residue sequences, and other known sequences of miscellaneous type.

• KIEAE Journal
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• 제8권1호
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• pp.87-92
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• 2008

Sheathing work used for excavation in a crowded downtown is generally a temporary strut method using H-piles and sheathing wall includes lagging, CIP, SCW or slurry wall. A temporary strut serving the support for sheathing wall acts to resist the earth pressure, but it shall be removed when installing the underground structure members. A traditional temporary strut might cause the stress imbalance of the sheathing wall when it is demolished, resulting in time extension and the risk of collapse. A traditional temporary strut method thus needs to be improved for schedule and cost reduction, risk mitigation and for preparation for potential civic complaint. A permanent strut method doesn't require installing and demolishing the temporary structure that will lead to reducing the time and cost and the structural risk during the demolition process. And given the girder, the part of the underground structure, serves the role of strut, it can secure the wider interval compared to the traditional method, which enables to secure the wider space for the convenience of excavation as well as enhance the constructability and efficient site management. The thesis was intended to study the composite girder designed to use the strut as permanent structure so as to reduce the excavation and floor height.

• 한국작물학회:학술대회논문집
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• 한국작물학회 2022년도 추계학술대회
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• pp.318-318
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• 2022

Basil(Ocimum basilicum L.) is an annual herb that grows wild in hot and humid regions such as tropical Asia and Africa. This study was carried out for resource discovery, propagation, and DB construction of aromatic plants. In order to evaluate the genetic characteristics, 28 kinds of basil seeds were supplied from the Center for Genetic Resources. For basil characteristics, planting date, plant height, growth shape, leaf length, leaf shape, petiole color, petiole, stem color, flower color, after harvest, Ml length including roots, flower length, stem thickness and biological weight were measured. For anthocyanin analysis, only basil with purple color was selected, anthocyanins were extracted with 60% ethanol containing 1% citric acid, a standard quantitative curve was prepared with cyanidin-3-glucoside, and absorbance was measured at 525 nm. Basil planting started around June 16, and the flowering period lasted for a total of 18 days from July 19 to August 5. On August 6, when flowering was completed, morphological characteristics including flower color were measured at the site by an object. The measured basil plant length was 26.6-59.6 cm, leaf length 2.0-7.9 cm, leaf width 0.7-5.2 cm, and petiole 1.3-3.9 cm. The growth pattern of basil was generally straight, medium in shape. The color of the leaves was observed evenly by mixed green, purple, purple and green, and the recesses in the shape of the leaf were also conspicuously observed. A total of three basil flower colors were observed: white, light pink(149P 10P/84), and purple(37V 2.5RP 4/12). During the second growth survey after harvest, the total length including the basil roots is 26.7-52.0 cm, the flower length is 8.2-29.3cm, the stem thickness is 7.1-15.9mm, the number of stem nodes is 3-12 nodes, and the total weight of the basil was measured to be about 218-1540 g. There are a total of 16 types of basil expressed in purple, and the anthocyanin content was measured to be 73.74 ~ 380.72 mg/100g.

• 한국간호교육학회지
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• 제2권
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• pp.32-55
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• 1996

It was enacted 'Emergency Medical Act' in January, 1994 beginning the emergency medical service system from 1982, and while it was established the emergency medical department in junior college providing the detailed agenda about emergency medical technician and the regulation relative to the application of a law on the emergency medical act in 1995, the fire school and the National Medical Center are enforced the curriculum. It is very important subject faced for the construction of emergency medical system to produce a number of emergency medical technicians to be sufficient to the role of emergency aid. In this study it is analysed the training curriculum for the emergency medical technician and presented the improvement plans. 1. Though it needs the qualification level of first and second class in the selection process, the more important thing needs the detailed qualification level by term of one's service and the skills of business accomplishment. 2. In the examination management, (1) written examination is composed of the questions to understand how much faithfully they carry out the practical business as the emergency medical technicians, (2) it is added practical examination as the item to appraise the situation disposal ability. 3. It is necessary to prescribe the activity in the medical institution and ambulance arrangement through the development of 'Business Treatment Guide'. 4. For the regional balanced disposition of emergency medical personnel it is selected balanceably the educational institution by eight medical service areas, and considering the characteristics of region it is necessary to manage, in the practical business training course, another special course such as the mountains medical aid and sea medical aid. 5. In the period of education the first class needs the practical business training period of a certain period after passing examination, and the second class needs the extension of the period. 6. As the problems to improve in the curriculum [1] in the first class course (1) intensification of practical educaiton (2) reinforcement of curriculum (3) the development of standardized curriculum etc., [2] in the second class course (1) varieties of curriculum (2) intensification of basic first aid treatment education.

• 한국물환경학회지
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• 제25권4호
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• pp.481-493
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• 2009

This study was conducted to performance appraisal of Total Maximum Daily Loads (TMDLs), especially in terms of performance on development & reduction plan and water quality status of unit watershed. Because load allocations for pollution sources were predicted redundantly by uncertainty of prediction, TMDLs master plan has been frequently changed to acquire load allocation for local development. Therefore, It need to be developed more resonable prediction techniques of water pollution sources to preventing the frequent change. It is suggested that the reduction amount have to be distributed properly during the planning period. In other words, it has not to be concentrated on the specific year (especially final year of the planning period). The reason why, if the reduction amount concentrate on the final year of the planning period, allotment loading amount could not be achieved in some cases (e.g., insufficiency of budget, extension of construction duration). If the development plan was developed including uncertain developments, it is necessary to be developed reduction plan considered with them. However, some of the plans in the reduction plan could not be accomplished in some case. Because, it is not considered financial abilities of local governments. Consequently, development plan must be accomplished to avoid uncertain developments, and to consider financial assistance to support the implementation of effective plan. Water quality has been improved in many unit watersheds due to the TMDLs, especially in geum river and yeongsang/seomjin river.

• 한국구조물진단유지관리공학회 논문집
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• 제17권4호
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• pp.101-111
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• 2013

본 연구에서는 울산~포항 간 복선전철 건설예정인 교량을 사례로 교량형식별 LCC 개념을 적용 경제성이 가장 우수한 공법을 적용하기 위하여 같은 연장 (L=1,615m)을 갖는 유사한 4개 교량에 대한 DEA (Data Envelopment Analysis) 분석을 실시하였다. DEA 모형은 상대적 효율성 평가를 위해 개발된 CCR 모형을 사용하였으며, 투입변수로 초기건설비용, 유지관리비용, 간접비용 (사용자비용 + 사회간접 손실비용), 생애주기비용을 사용, 산출변수로는 평균 내구연한을 사용하였다. 투입 변수 산정을 위해 생애주기비용 분석을 사용하였는데 생애주기 비용 산정은 분석기간 100년, 실질할인율 4.83%를 적용 하였으며, 비용의 분류는 초기건설비용, 유지관리비용, 사용자비용, 사회간접손실비용으로 분류 하였다. 분석결과, 비교 2안과 비교 3안이 가장 효율적인 것으로 분석되었으며, 나머지 대안의 효율성은 비교 1안, 기본안, 비교 4안 순서로 나타났다.

• 대한토목학회논문집
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• 제30권6D호
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• pp.623-629
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• 2010

최근 도심지 굴착 시 고효율 급속시공이 가능한 쉴드 TBM(Tunnel Boring Machine) 공법의 도입이 점진적으로 증가하고 있다. 그러나 해당 장비에 대한 이해부족과 현지 지반조건을 충분히 고려하지 않은 상태로 쉴드 TBM의 설계 및 선정시 시공능력의 저하, 시공기간의 연장 및 공사비의 증가를 초래하는 경우가 빈번히 발생되고 있다. 이에 따라 본 사례연구에서는 풍화토, 풍화암 굴착에 적합하도록 설계된 쉴드 TBM 터널 굴착현장을 대상으로 쉴드 TBM 굴진 시 사전 지반조사의 결과와 달리 예기치 못한 경암구간 돌출로 굴진 중단 및 공기지연을 최소화하고자 적용된 대체공법의 적용성을 비교 분석하였다. 또, 터널 상 하행선 경암굴착에 적용된 대체공법의 선정부터 적용 후 결과에서 얻어진 굴진자료와 쉴드장비의 굴진속도, 공사기간, 공사비 등을 검토하여 연구대상 현장에 가장 적합한 대체공법을 판단 및 평가하였다. 본 연구의 결과를 요약하면 다음과 같다. 첫째, 굴진중단 및 대체공법 적용으로 인한 공사비, 공사기간의 증가를 방지하려면 대상현장의 정확한 지반조사가 선행되어야 하며, 이를 바탕으로 현장 지반조건에 가장 적합한 쉴드장비를 선정하는 것이 중요하다. 둘째, 대상현장에서 시행한 대체공법의 적용성을 분석한 결과, 경암구간 굴착을 위한 대체공법의 최선안은 개착 공법 후 경암 발파제거 공법임을 알 수 있었다.

• 한국습지학회지
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• 제11권3호
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• pp.161-169
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• 2009

도시 지역의 강우-유출 과정은 자연유역과 비교하여 보다 복잡한 형태를 지니고 있다. 도심의 확장과 개발로 인해 유역의 특성들이 변화하고, 이로 인해 유출 모형의 적용 또한 어렵다. 본 연구에서는 전주의 대표적인 도시하천인 조경천 유역을 대상으로 도시화의 진행에 따른 수문환경의 변화와 강우-유출 형태의 변화를 분석하였다. 도시화 정도에 따라 도시화가 진행되기 전인 자연유역기(1924), 전북대학교 조성기(1963), 주거단지 조성기(1986), 도시화 완료기(1995)로 단계를 구분하고, 각 단계별 유역특성자료와 불투수면적 등의 입력자료를 기반으로 SWMM 모형을 이용하여 유출을 분석하였다. 단계별 배수계통도에 의하면, 유로연장, 조도계수, 지표면 저류계수는 감소하였고, 토지이용 상태는 투수면적이 97.7%에서 42%로 감소하였고, 불투수 면적은 0.6%에서 34.0%로 증가하였다. 도달시간은 90분에서 37분으로 감소하였고, 첨두유량은 $4.37m^3/s$에서 $111.13m^3/s$로 증가 하였으며, 유출률은 0.8%에서 68%로 증가하였다.