• 신재생에너지
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• 제10권3호
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• pp.47-54
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• 2014

Recently, BESS is considered as one of essential countermeasure for demand side management. However, an economic evaluation is critical issue for the introduction of power system because the cost of BESS is very high in present stage. Therefor, this paper presents economic evaluation method for customer use case by considering peak shaving function based on the real time price. From the case study on the model power system and educational customer, it is confirmed that the proposed method is a practical tool for the economic analysis of BESS. and analytical approach for the reliability assessment in radially operated distribution systems. The approach can estimate the expected reliability performance of distribution systems by a direct assessment of the configuration of the systems using the reliability indexes such as NDP (Non-Delivery Power) and NDE (Non-Delivery Energy). The indexes can only consider the number and configuration of the load, but can not consider the characteristics of the load which is the one of the most important factor in the investment cost for the distribution systems. Therefore, this paper presents the new performance indexes for the investment of the distribution facilities considering both the expected interruption cost for the load section and the operation characteristics of Energy Storage System. The results from a case study show that the proposed methods can be a practical tool for the reliability management in distribution systems including Energy Storage System.

• 한국ITS학회 논문지
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• 제20권4호
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• pp.71-82
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• 2021

본 연구에서는 세종시 포장도로 구간을 대상으로 모바일매핑시스템(MMS)과 딥러닝 균열 감지시스템을 활용한 도로포장 모니터링 방안을 제시하고 경제성 분석을 통한 최적 유지보수 공법을 제시하였다. 나아가, 기존 대부분의 연구에서는 도로포장 조사 차량에 의해 취득된 데이터를 활용한 사례가 대부분이었으나 본 연구에서는 직접 모니터링 조사를 통해 취득한 도로 포장 상태등급을 기준으로 경제성 분석을 실시하였다. 도로포장 상태 모니터링 결과 일반국도, 시도, 지방도의 순서대로 도로포장 상태가 양호한 것을 확인하였다. 또한 포장파손모델을 활용한 경제성 분석 결과, 예방적 유지보수공법인 마이크로서페이싱 공법을 적용하는 것이 유지보수비용과 이용자 편익 측면에서 가장 경제적인 것으로 나타났다. 본 연구의 성과는 지자체의 기반시설 관리계획 수립을 위한 기초적 자료로 활용될 것으로 기대된다.

• 척추신경추나의학회지
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• 제16권2호
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• pp.97-105
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• 2021

Objectives This study is aimed to evaluate cost-effectiveness of treatment of Korean Medicine for whiplash associated disorders (WAD) and to suggest the direction of future research. Methods We searched papers in Pubmed database to use some keywords indicating whiplash injury syndrome, treatment of Korean Medicine and cost-effectiveness. After searching, appropriate papers were selected depending on the exclusion criteria. The selected papers were analyzed in the sections of author, publication year, intervention and control groups, outcome measurement, the list including in the cost, cost-effectiveness, cost-utility and study design. Results Four studies about effect of Korean medicine and 3 studies about economic evaluation were finally included. Acupuncture was effective for balance disorder and neck pain. Economic evaluation studies used analytical decision model or cost-consequence analysis. Cost-effectiveness analysis using visual analog scale and cost-utility analysis using quality adjusted life years were performed. Initiating timing of proper management affected the consequence of treatments. Direct and indirect medical costs including supportive devices, and non-medical costs such as litigation were considered. Conclusions We conclude that studies haven't been conducted so far to evaluate the cost-effectiveness of Korean Medicine in whiplash injury syndrome. Thus, future studies are needed in this section.

• 한국건축시공학회지
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• 제13권3호
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• pp.291-305
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• 2013

This paper presents the continuous hoop reinforcement method as a means to overcome the difficulty of rebar construction due to the seismic detail of lateral reinforcement. Because the continuous hoop has no seismic hook, and there is less interference during the rebar work, rebar quantities and construction time can be reduced. Since the details of column and beam continuous hoops are different from those of conventional lateral reinforcements, the construction method should be developed through mock-up tests. The length of the beam mock-up is 8m and the section size is $500mm{\times}700mm$, the height of the column mock-up is 2.8m and 4m, and the section size is $800{\times}800mm$. The length and the size are determined based on the elements that are generally used in reinforced concrete basement parking lots and office buildings. The results of the mock-up test showed that the quantities of rebar could be reduced by 20% and the time could be reduced by up to 40% compared with conventional lateral reinforcements.

• 환경영향평가
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• 제20권6호
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• pp.857-866
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• 2011

This research categorized EIA target highways into following three types in order to minimize non-point source pollution from highway runoff. 1. Big drainage basin. 2. Small drainage basin. 3. Bridge section. The Natural, Filter and Swirl-Type devices were evaluated in terms of removal efficiency of TSS, BOD, COD, T-N, T-P, compatibility of site selection, economic feasibility, and maintenance convenience through which the final BMP was selected. According to the removal efficiency result, the area of Big and Small Drainage basin and bridge section had higher removal efficiency with natural facility than that of the Filter or Swirl-Type device. To make appropriate selection of highways'BMP for non-point source pollution, this study will aim to contribute to building more environmentally friendly highways by proposing the selection process that is made of 5 stages. 1. Selecting the target drainage basin. 2. Selecting the land for the mitigation facility. 3. Analysing the ease of maintenance. 4. Technically evaluating each installation. 5. Evaluating the effective implementation methods.

• Earthquakes and Structures
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• 제10권2호
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• pp.429-450
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• 2016

An attempt has been made to incorporate the concept of collapse safety margin into the procedures proposed in the performance-based earthquake engineering (PBEE) framework for direct earthquake loss estimation, in which the collapse probability curve obtained from incremental dynamic analysis (IDA) is mathematically characterized with the S-type fitting model. The regressive collapse probability curve is then used to identify non-collapse cases and collapse cases. With the assumed lognormal probability distribution for non-collapse damage indexes, the expected direct earthquake loss ratio is calculated from the weighted average over several damage states for non-collapse cases. Collapse safety margin is shown to be strongly related with sustained damage endurance of structures. Such endurance exhibits a strong link with expected direct earthquake loss. The results from the case study on three concrete frames indicate that increase in cross section cannot always achieve a more desirable output of collapse safety margin and less direct earthquake loss. It is a more effective way to acquire wider collapse safety margin and less direct earthquake loss through proper enhancement of reinforcement in structural components. Interestingly, total expected direct earthquake loss ratio seems to be insensitive a change in cross section. It has demonstrated a consistent correlation with collapse safety margin. The results also indicates that, if direct economic loss is seriously concerned, it is of much significance to reduce the probability of occurrence of moderate and even severe damage, as well as the probability of structural collapse.

• Journal of Nutrition and Health
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• 제17권3호
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• pp.236-241
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• 1984

In order to make clear the relationship between sample design and sample survey in community, it was conducted research on sample design for National Nutrition Survey in 1983. In this paper it was tried to analize the data based on The Report of a Settled Population, 1981 conducted by National Bureau of Statistics Economic Planning Board. The sample was basically using stratified two-stage sampling with systematic sampling of Ban or Li as administrative unit. The population represents the whole nation excluding Jeju-do because of budget. The selection of sampling unit and sampling procedure was as follows. 1) Stratify the nation-wide area in 20 sections according to administrative districts. 2) Determine the sample size in each section according to equal proportional rate (1 / 8040) and to about 1,000 households in the sample. 3) Select the 25 sampling units by section according to households proportion. 4) Select the 10 households at random from each Ban or Li according to equal probability proportion as the final sampling unit. Using the procedure, it was sampled 1,000 households for National Nutrition Survey in 1983.

• 한국건설관리학회논문집
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• 제9권6호
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• pp.156-163
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• 2008

최근 건설업은 국내 경기침체 및 규제강화로 인하여 위축되어 있다. 이를 해결하려는 방안으로 생산성의 향상에 대한 요구가 증하고 있으나, 제조업 등 다른 산업의 생산성향상을 위한 노력에 비하여 건설업은 미약한 실정이다. 하지만 건설업의 지역 환경조건, 다양한 공종 등 생산성에 큰 영향을 미칠 수 있는 요인이 많다는 것을 봤을 때 이러한 요인들의 특성을 이해하고, 상황에 맞게 활용 및 제어할 수 있다면 건축생산성은 향상 될 수 있을 것이다. 이에 본 연구는 건축 생산성 향상을 위해 설계 및 시공자의 시각으로 생산성 요인을 도출하여 그들의 관계 및 문제점을 시스템 사고를 통하여 분석하고 생산성향상을 위한 기회와 위협요인, 내 외부강점을 분석하여 생산성 향상 전략을 수립하였다.

• 대한토목학회논문집
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• 제13권5호
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• pp.1-11
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• 1993

PC 세그멘탈교량은 경간장이 매우 큰 경우를 제외하고는 세그멘트 생산의 경제성을 위하여 교량 전체가 일정한 높이를 갖는 것이 일반적이며, 단면의 강성변화를 위해서는 단면의 내부치수를 조정하는 것이 보통이다. 구조물의 예비설계단계에서는 과거의 경험이나 근사적인 단면력에 의하여 단면을 선택하는 것이 일반적이므로, 균일 높이를 갖는 PC 콘크리트교량의 예비설계단계에서의 단면력 산정지침을 위하여 강성이 다른 세가지 교량모델을 택하여 휨강성이 단면력에 주는 영향을 검토하였다. 교량모델의 휨강성은 실제적으로 사용가능한 단면을 경간장과 함께 분석하여 얻은 Flexibility Index로 결정하였다.

• 한국지진공학회논문집
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• 제3권4호
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• pp.33-46
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• 1999

캘리포니아의 강구조 모멘트프레임은 1994년 노스리지 지진시 6.8의 규모와 진앙지에서 근접한 지리적인 악조건에도 불구하고 붕괴나 인명피해 없이 잘 견뎌냈다. 그러나 이후 시행된 조사에서 경제적으로 지진시 안전하다고 믿어져 널리 쓰인 welded flange-bolted web(WFBW) 강접합부(moment connection)의 기둥과 용접의 경계면에서 취성 파괴가 다수 발견되었다. 이논문은 선형파괴역학과 노스리지진이후의 WFBW 강접합부 실험을 이용하여 WFBW 강접합부와 노스리지지진이후 기존 강접합부의 대안으로 추천되고 있는 reduced beam section (RBS) 강접합부의 취성 파괴강도를 결정하는 수치적인 방법을 제안하고 이를 이용하여 이들 강접합부의 취성 파괴모드를 추정하였다.