Under Article 17 of the Radioactive Waste Management Act and Article 12 of the Enforcement Decree of the Radioactive Waste Management Act, KHNP shall reserve the cost for the decommissioning of NPPs as provisions. To preserve the value, an additional amount considering the discount rate is to be added annually. The initial provision is decided by estimating the decommissioning cost of NPP at the time of commercial operation, calculating the future cost by applying the inflation rate to the expected start date of decommissioning, and then discounting it at a discount rate to the present value. According to the current notice, the period for applying inflation and discount rate is defined as the period of 5 years added to the design life of NPP, which is presumed to be due to the assumption that all decommissioning costs are incurred at once 5 years after the permanent shutdown of the power plant. However, assuming that the actual decommissioning period of a domestic nuclear power plant is generally planned for 15 years, it can be expected that most of the decommissioning activities will begin after the decommissioning preparation and transition period, or 5 years after permanent shutdown of the plant. Considering this, it can be said that the current period (5 years + design life) for applying inflation and discount rate is set a little conservatively. In this paper, the initial provision is calculated by appropriately distributing the decommissioning costs of overseas NPPs categorized by International Structure for Decommissioning Costing (ISDC) during the planned decommissioning period of domestic NPPs, and then adding up the decommissioning cost each year by separately applying the inflation and discount period, which was compared with the results calculated using the current method. Through this, it was confirmed that the revised method had the effect of reducing the initial provision by 2.2% to 5.7% compared to the current method depending on the gap between inflation rate and discount rate, which can be converted to about 8 years of inflation and discount period used in the current method. It is expected that this paper will be used in the future as a basic reference for developing a more accurate method for calculating the initial provision of decommissioning cost.

PURPOSES : In this study, the social cost of on-street parking spaces was estimated by dividing it into private and external costs. METHODS : We established a methodology and conducted a case analysis of Seoul. Private costs were estimated from the guidelines and historical data collected. The opportunity cost of the land was estimated using spatial information. External costs built a macroscopic model (using TransCAD) and estimated travel time, operation, accident, and environmental costs. RESULTS : The social cost per space was estimated at 77 million won. Private costs were analyzed as 133.3 billion won, the opportunity cost of the land was 68,555 billion won, and external costs were 118,25 billion won in 2020. CONCLUSIONS : In this study, a methodology for estimating the social cost of a road parking facility was established and applied to the case of Seoul. Therefore, it is expected to contribute to the objective reviewing of the feasibility of policy evaluation or facility investment related to parking facilities.

PURPOSES : The aim of this study is to determine the maintenance costs for a reasonable preliminary feasibility study, feasibility study, or evaluation METHODS : This study was based on government budget execution and budget execution data for expressways, national highways, cable-supported bridges and long-tunnels. For the expressway, data obtained from the Korea Expressway Corporation were used. For the national highway, data was obtained from the Ministry of Land, Infrastructure and Transport. Similarly, data collected from expressway maintenance costs and the Korea Infrastructure Safety and Technology Corporation were used for long tunnels and cable-supported bridges, respectively. The items for highway maintenance cost were reclassified more rationally to facilitate the calculation of the maintenance costs. The replacement cycle for each item was also calculated based on the budget expenditure data. RESULTS : The results of this study showed the standard maintenance cost model for expressways, national highways, cable-supported bridges, and long-tunnels. In other words, a basis for predicting reasonable maintenance costs was prepared for a feasibility study. CONCLUSIONS : The reliability of the maintenance cost results was improved and it was more consistent with actual costs compared to the results of previous studies. It can be used as a basis for estimating the maintenance cost of a preliminary feasibility study and feasibility evaluation in the future.

The purpose of this study is to estimate the economic value of boat fishing experience marine tourism activity in Jeju Island’s Chagwido. The economic value is estimated as consumer surplus using count data models including the truncated Poisson model and the truncated negative binominal distribution model. This study collects the effective 504 questionnaires from boat fishing experience tourists in Jeju Island’s Chagwido. The truncated negative binominal distribution model was statistically more suitable and valid than other models. The truncated negative binominal distribution model was applied to estimate consumer surplus as economic value from boat fishing experience tourism activity in Jeju Island’s Chagwido. A consumer surplus value per trip was estimated as about 209,900 won. The annual economic value from boat fishing experience tourism activity was estimated as 273,700 won in Jeju Island’s Chagwido. Consequently, boat fishing experience marine tourism activity has a very large economic value in Jeju Island.

감정평가 방식은 크게 3가지로 구분된다. 원가법 및 적산법 등 비용성의 원리에 기초한 감 정평가 방식인 원가방식, 거래사례비교법, 임대사례비교법 등 시장성의 원리에 기초한 감 정평가방식인 비교방식과 수익환원법 및 수익분석법 등 수익성의 원리에 기초한 감정평가 방식인 수익방식이다 이러한 건물의 현존가치 평가는 소송에 의한 경우 법원으로부터 감정인으로 지정된 법원감 정인들에 의해서 수행되고 있다. 감정평가사들에 의해 행해지는 대출 등의 소송 외적인 목 적으로 건물의 현존가치를 평가(이하 ‘사감정’이라 한다) 하는 경우에는 많은 연구와 세부적 인 평가기준이 있다. 그러나 법원감정에서는(유익비 등을 산정하기 위한 건물의 현존가치를 평가하는 경우 등) 평가 대상과 목적에 맞는 합리적인 방법이나 기준이 없어서 사감정의 관 련규정을 준용하거나, 감정인의 주관적인 판단에 의해서 감정평가가 진행되고 있다. 그로 인하여 건물의 현존가치 평가 결과는 평가하는 감정인에 따라서 많은 차이가 나고 있다. 이 와 같이 감정에 대한 객관적인 기준이 없이 감정인 마다 각자의 기준으로 현존가치를 산정 함으로써 감정의 신뢰성 및 효율성이 떨어지게 되고 이를 증거로 채택하게 되는 재판의 결 과에 대하여 당사자의 입장에 따라서는 감정의 결과를 불신하게 되어 재 감정을 요구하거나 감정평가자를 상대로 손해배상을 청구하는 등 강한 불만을 갖는 경우가 많다. 건물의 가치평가 중에서도 소송에 관련된 특수성이 있는 유익비 등을 산정하기 위한 평가 에서도 감정기준이나 방법에 대한 연구가 부족하여 감정인에 따라서 다양한 평가방법으로 건물의 현존가치를 평가하고 있다. 건물의 가치를 평가하는 방법 중에서 복성식평가법을 적용하는 경우에는 건물의 내용연수에 따른 감가수정을 통하여 건물의 가치를 평가하게 된 다. 이러한 경우에 합리적인 건물의 내용연수의 산정이 가치평가에 중요한 요소가 된다. 특 히 법원 감정의 경우에는 건물 전체의 내용연수도 중요하지만, 각 공종별 내용연수 및 잔 존내용연수를 산정하는 방법 및 기준이 필요하다. 이러한 법원감정의 현실을 반영한 각 공종별 내용연수 및 실용내용연수 산정 방법에 대한 기준 등에 많은 문제점을 파악하고, 실무에 활용할 수 있는 각 공종별 내용연수 및 실용내 용연수 산정 방법에 대한 기준을 제시하였다

PURPOSES : The authors set out to estimate the related carbon emissions, energy use, and costs of the national freeways and highways in Korea. To achieve this goal, a macro-level methodology for estimating those amounts by road type, road structure type, and road life cycle was developed. METHODS : The carbon emissions, energy use, and costs associated with roads vary according to the road type, road structure type, and road life cycle. Therefore, in this study, the road type, road structure type, and road life cycle were classified into two or three categories based on criteria determined by the authors. The unit amounts of carbon emissions and energy use per unit road length by classification were estimated using data gathered from actual road samples. The unit amounts of cost per unit road length by classification were acquired from the standard cost values provided in the 2013 road business manual. The total carbon emissions, energy use, and cost of the national freeways and highways were calculated by multiplying the road length by the corresponding unit amounts. RESULTS: The total carbon emissions, energy use, and costs associated with the national freeways and highways in Korea were estimated by applying the estimated unit amounts and the developed method. CONCLUSIONS: The developed method can be employed in the road planning and design stage when decision makers need to consider the impact of road construction from an environmental and economic point of view.

Cost estimating is essential in decision-making for conducting project management on early design stage. The cost estimating method for each stage varies according to level of design detail. Therefore, in the cost estimating method for each stage, it must distinguish quantity items that can be directly measured from quantity items that should be predicted. The parametric estimating method is able to support cost planning for various design attributes as it is possible to set impact factors related to design features as parameters. This study suggests a prediction method for quantity information that is required to estimate the final cost during the early design stage. The case study suggests an predicting method for the steel (rebar) ratio of office buildings. The suggested parametric cost estimating model enables users to predict the steel (rebar) quantity for various design alternatives according to design features. During quantity predictions, IG(Information gain) measurements for the design attributes were analyzed, by setting the ratio of steel-rebar quantity(Ratio: ton/Concrete_㎥) as the dependent variable.

Recent projects for transferring Public Office buildings and estimation of appropriate construction expense are highly important for both government and construction firms. Moreover, estimation and management of construction expense can be regarded as extremely important duties for effective execution of a national budget as nation’s finance is invested in the Public office building projects progressed by the government. To progress one project for Public office building, not only the organization demanding the project but also an investment screening organization, a budget-managing organization, a feasibility assessment institution and many other related organizations participate in the project and a lot of decisions arisen from the project operation are made on the basis of construction expenses calculated for relevant stages. And estimation of rational construction expense is also critical for designers in order to create design within the fixed budget simultaneously with securing the quality and efficiency of structures to the maximum. Therefore this research suggested an improvement process to analyze problems in current construction expense management process and to administer the construction expenses effectively.

Now days, the marketing environment is rapidly changed. Therefore, a lot of companies try to reduce production cost. Especially, Design is a important activities in new product development. While the concepts of design for manufacturable and concurrent engineering have made significant advances in integrating the design function with other areas in the firm. There are still major gaps in timely and accurate costing information available to designers. Inappropriate design could result in high redesign cost and delay in product relation. The generation of design and improvement is a time-consuming and mentally exhaustion process. It involves combining design features to generate as many potential design as possible. As not all features combinations are feasible, decision-makers have to narrow down the potential solutions and subsequently select appropriate design for further development. This new study is composed of 3 steps aiming at the Low Cost Design of the product. The three steps are consisted that setting up the target Cost, estimating the current functional cost, the design of a unit's reviewing according to the priority of the difference between the target cost and the functional cost.

Recently expanding market for largely scale construction projects, cost management of construction project have been increasingly recognized as an important factor responsible for the project success. But public organizations have been continuously operating the same methods as before in cost estimating, so it raise an issue of reliability for estimated cost. Therefore, this study present a highly reliable model that makes preliminary estimates based quantity data in early design stage. it enables engineers to efficiently manage total cost of project as well as partial cost estimating. This study develop a model of database that is created with historical data conducted by government offices. The model proposed can estirnate a cost for RC Structure in schematic design stage, and it is applied to CBR+GA logics to explore best similar cases. In case of estimating methods used to previous research, it is based on actual cost data. Due to the cost estimating compensated by inflation rate vary in market economic conditions, it will follow as an inevitable consequence of reliability problem. It needs to find better way to ensure accuracy through quantity database. Also, This study has been conducted in attempts to verify the reliability of preliminary estirnation. It is checked for the feasibility of presented model with P-National Tax Service Project aside from the database.

A prediction of construction cost in preparation for construction document is calculated in compliance with the unit cost in Public construction of korea. This eventually means that the reasonable construction cost of a building can't be determined before construction document phase cost of construction is settled and that the cost of construction is calculated inefficiently because of connection failing between cost management of detailed estimation and information. To improve those problems, therefore, Cost estimating model of structural building elements with approximate quantity survey method is suggested in this research. The model predict the amount of materials and the cost of construction on the basis of historical similar cases. In the direction of data analysis of this research, ratio statistics value is put to practical use to fit into the peculiarities of approximate estimate of each work trade on the basis of actual data amount of materials of historical cases. In addition, the construction phase is connected through the result of a approximate estimate sorted by elements, details work trade.

When managers predict exact construction cost at early stage and design phase, they can reduce construction cost in a more efficient way than to predict at construction stage. But present of public construction cost estimation and management almost after the construction documents design phase. Therefore, construction cost management in the early stage and schematic design phase to generally use approximate estimating is not correct. Accordingly, this study analyze problem of current cost estimating method and a concrete cost plans make using case information of actual cost to analyze in schematic design phase. Possible to check going on the suitable design, this study conducts the preliminary research for the development of cost estimating model.

Introduction of construction cost estimating system is necessary to promote appropriate reflection of construction cost and simplified and efficient amount work. The results of this study are as follows. In the results of considering the basic concept and composition of a construction type estimating system, an example orders are concentrated on an apartment house in the country. The building appurtenant work of extension work is high(1.52) as compared with others. In regression analysis for a construction cost, the models are as follows. In a new construction work, (construction cost)=(building area), and in extension work, (construction cost)=(building area). Accordingly, this study wishes to compare and analyzes main contents of original cost method and results cost method, and propose predetermined amount estimation device through existent literature study investigation for accumulation of the construction cost.

In this study, type analysis was conducted along with the advancement of basic data to calculate the maximum damage caused by strong winds during the typhoon period. The result of the damage by region showed that in 2012, the difference in damage was clearly distinguished as the region was classified in detail. In addition, the result of the annual damage in 2011 was strong on the west coast, and in 2016, the damage to the southeast coast was significant. In 2012, the 3-second gust was relatively stronger on the west and southeast coasts than in 2011, and the winds blew stronger along the southeast coast in 2016. Monthly damage data showed that the damage to the west coast was high in August, and the damage to the southeast coast was high in October from 2002 to 2019. The 3-second gust showed the result of wide expansion throughout the southern coast of the Korean Peninsula in October. As a result, the damage differs for type bacause the intensities and paths of typhoons vary depending on their characteristics, the 3-second gust blows differently by region based on regional characteristics, and the sale price is considered in metropolitan cities.

항로표지사고는 항로표지의 신뢰성을 저하시키고, 관리자는 추가적인 업무가 부여되며, 이용자는 항해 중 부담감을 가지게 되는 등 모두에게 불편을 초래하는 사회적 비용(경제적 손실)이 발생하게 된다. 이러한 항로표지사고로 인한 경제적 손실을 추정하기 위해 선행연 구에서는 항로표지사고의 사회적비용 추정모델을 생산손실비용, 행정비용, 위험비용의 합으로 제안하였으나, 위험비용의 추정에 대한 적절한 연구결과를 제시하지 못하였다. 따라서 본 연구에서는 선행연구에서 제시한 추정모델을 보완하여, 부산청 관할해역에서 최근 10년간 (2008-2017년) 발생한 항로표지사고 249건에 대한 사회적비용을 산출하였다. 즉, 항로표지 사고의 위험비용은 항로표지가 비시장재화이므로 조건부가치측정법을 이용하여 산출하였다. 그 결과, 10년간 항로표지사고의 사회적비용은 생산손실비용 31억원(25.38%), 행정비용 17억원 (13.62%), 위험비용 75억원(61.01%) 등 총 124억원으로 추정되었다.

항로표지는 해상교통의 안전을 도모하고 선박운항 능률 향상을 위하여 설치된 해양교통안전시설 중 하나이다. 그러나 선박충돌 또는 기상악화 등의 원인으로 발생하는 항로표지의 사고로 인하여 제 기능을 상실 하였을 경우, 선박운항자를 비롯한 여러 이용자에게 이용불편 또는 항행위험을 증가시키고 있다. 특히 우리나라 최대 컨테이너항만인 부산항은 최근 12년(2006년~2017)동안 총400건의 항로표지 사고가 발생하였으며, 이로 인하여 평균 20.6일의 복구기간이 소요됨에 따라 항로표지 이용자들에게 해양안전 불안을 가중시키고 있다. 따라서 연구의 목적은 우리나라 항로표지 사고예방과 효율적인 관리방안을 적극적으로 추진하기 위한 이용자들의 정량적 지지도를 제시하고자 한다. 이를 위해 부산항 해역이용자들을 대상으로 항로표지 및 항로표지 사고에 대한 인식조사를 실시하고, 효율적 항로표지 관리방안의 추진을 통한 항행위험 감소에 대한 경제적 가치를 추정하였다. 연구의 결과, 비시장재화인 환경재나 공공재의 대표적인 가치추정법인 조건부가치추정법을 이용하여 추정된 부산항 항로표지 서비스에 대하여 이용자들이 부여한 경제적 가치는 최소 약 160억원으로 나타났다. 따라서 이러한 연구결과는, 항로표지 관리자 및 정책입안자들에게 부산항을 비롯한 우리나라 항로표지 서비스에 대한 다양한 이용자의 요구사항을 확인하고, 이에 대응하는 보다 효율적인 관리방안의 수립과 추진에 유용한 자료로 활용될 수 있을 것이다.

The paper aims to investigate the impact of trade cost on export: A Case Study Vietnam. The study conducts a static linear panel data analysis on annual data covering bilateral export between Vietnam and 70 major importers of Vietnam from 2001 to 2013. The gravity model has been one of the most successful applications in empirical trade. In this paper we apply the gravity model to estimate the impact of trade cost on Vietnamese bilateral export value. The paper uses gravity model to estimate the impact of trade cost on Vietnamese bilateral export value. The empirical results derive from a static linear panel data analysis (fixed effects model) indicates that trade cost plays a crucial role in determining the export value that occurs between Vietnam and trading partners. Besides, population of importing country, trade openness of importing country, gross domestic product of importing country and gross domestic product of Vietnam are also significant determinants of Vietnamese bilateral export value. The main findings indicates that trade cost plays a very important role in the Vietnamese bilateral export performance. This suggests that the Vietnamese government should attempt to improve domestic trade costs to enhance competitiveness and increase export growth sustainably.

In order to establish preventive maintenance and to make a reasonable estimate of the required repair cost for bridges, the related history information of the existing bridge inspection and diagnosis was analyzed. It was analyzed that about 75% of the repair costs were required for the pavement, expansion joining, curb, and railings in the service area of bridges.