• 환경영향평가
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• 제4권1호
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• pp.1-8
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• 1995

Environmental Impact Assessment(EIA) in Korea has developed as a tool for environmental conservation and decision making since Environmental Impact Statement(EIS) preparation in 1981. For effective implementation of it, we do system development and method enhancement continuously. The recently introduced GIS (Geographic Information System) can integrate geographic and attribute data, which will be applied to scoping, assessment, and alternative assessment, etc. in EIA. This study has three major components. First, it explains building of EIA factors of natural environment, living environment, and socio-economic environment of the study area defined in EIS preparation regulation. Second, the study presents applications of assessment method concerning suitability analysis of landfill site using GIS. Finally, it shows integration of GIS and odor impact assessment. Based on these analysis, the study makes some recommendations and conclusions.

• 한국건축시공학회지
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• 제4권4호
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• pp.143-150
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• 2004

The purpose of this study is to assess economic effects for a new technology-based ventilation system. The study has been performed using LCC technique for the economic analysis. Data for LCC analysis are collected from estimation and interview of estimators and maintenance experts of buildings. Based on the LCC analysis, the economic effect of a new technology-based ventilation system has been predicted as follows: for the investment during 15 years of study period, (1) return rate for the investment is 9.3 times. (2) 7.3% of LCC saving is predicted.

• 한국항만경제학회지
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• 제27권3호
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• pp.65-90
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• 2011

부산항만공사(BPA)가 관리하고 있는 부산항 컨테이너부두는 민간운영사가 임차하여 운영하고 있다. 운영사가 BPA에 납부하는 연간 임대료는 BPA의 2010년도 연간 매출액 2,444억원의 약 66%에 달하는 1,609억원으로, BPA 총수입의 대부분을 차지하는 매우 중요한 수입원이다. 그러나 부산항의 컨테이너부두 임대료는 부두 신설에 따라 운영사 선정 입찰시 적용한 임대료 산정체계의 차이, 1999년 임대료 산정체계를 수입공유제에서 고정임대료제로 변경하면서 부두별로 적용한 임대료 산정방법 및 산정기준의 상이, 북항과 신항간 임대료 산정시기의 차이 및 그에 따른 임대료 산정기준의 상이 등으로 형평성 논란을 빚어왔다. 따라서 본 연구에서는 현행 부산항 컨테이너부두 임대료 산정체계의 문제점을 분석하여 임대료 산정체계의 표준화 방안을 제안한 후 신설부두와 기존부두를 대상으로 컨테이너부두 표준 임대료 산정체계 적용 사례를 제시하였다. 임대료 산정체계를 표준화하기 위해서는 할인 현금흐름법(DCF법)으로 산정방법을 일원화해야 한다. 또한 주요 임대료 산정기준이 되는 산정기간, 할인율, 물가상승률 및 임대료 인상률, 임대료 산정물량, TEU당 매출단가, 인건비 등의 제반 운영비용을 표준화해야 한다. 신설부두에 대해서는 표준화된 임대료 산정체계를 그대로 적용할 수 있으나, 기존부두에 대해서는 특히 임대료 산정물량, 투자비 및 재투자비, 장비 및 시설유지비 등을 신설부두와 달리 적용해야 한다. 표준화된 임대료 산정체계를 도입할 경우 임대료 산정체계의 객관성과 일관성은 물론 부두간 임대료 수준의 형평성을 도모할 수 있다. 또한 표준화된 임대료 산정체계를 도입하여 임대인의 투자비회수 관점과 운영사의 운영수지보전 관점 임대료 수준을 동시에 고려한 적정 임대료를 산정함으로써 임대 차인 간 이익의 균형을 도모할 수 있다. 본 연구는 컨테이너부두 임대료 산정체계의 표준화에 관한 초기의 연구라는 점에서 학술적인 의의와 실무적인 기여가 있을 것으로 기대된다. 향후 운영비용 추정 및 적정 운영원가 산정을 위한 비용함수 및 활동기준원가계산(activity based costing) 방식의 도입, 임대료 산정물량의 적정화를 위한 과학적 기법 도입 등 보다 다양한 시각이나 방법론으로 후속 연구가 이루어지기를 기대한다.

• 농촌계획
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• 제10권2호
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• pp.43-49
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• 2004

According to the growing concerns of the public with efficiency and effects of regional policies, their assessment works have become an important issue. Up to now, several studies have been carried out on economic effects of policies using conventional cost/benefit analysis, while there have been few studies on assessment of amenity oriented policies. From the above consideration, this study tried to develop An Annual Expenditure Assessment Model (AEAM) for amenity-oriented policy-making in rural area. As a pre-work for model development, the hierarchical indices system for rural development and the classification system of expenditure were designed. Being based on high significant relationship between rural amenities and local government expenditure, a linear optimization model for maximization of regional amenity was constructed. Through a case study of Sunchang-gun, Chonbuk-province, the model applicability was ascertained.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.493-500
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• 2001

The construction of bored tunnels in soft ground inevitably causes ground movements. In the urban environment these may be of particular significance, because of their influence on buildings, other tunnels and services. The prediction of ground movements and the assessment of the potential effects on the structures is therefore an essential aspect of planning, design and construction of a tunnelling project in the urban environment. In this study, to minimize the effect of tunnelling-Induced ground movements on the adjacent structures, a system for tile settlement risk management was developed. The GIS based risk assessment system for adjacent structures developed in this study consists of several modules such as building information module, settlement evaluation module, potential risk assessment module for adjacent structures, and analysis module for monitoring data. This system focuses on controlling and managing construction processes that may lead to settlement In the surrounding buildings and can contribute to producing the optimum technical and economic design.

• 대한전기학회논문지:전력기술부문A
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• 제51권1호
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• pp.7-14
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• 2002

In power system study, relibility assessment has been an important topic during past several decards because sudden power interruption can bring about enormous economic loss. although the size of a substation is smaller than that of generation system or transmission system, switching actions after fault(s) make reliability assessment of substation rather complex situations such as switching actions easily and permit various probability distributions in describing substation elements. Despite this ability of Monte Carlo simulation, one-parameter exponential distribution is still popular in this reliability assessment. This paper examines the characteristics of several two-parameter probability distributions, and offers new parameter decision rule based on average and variance of the target to be modelled. In case study, this paper shows the profits by using Weibull distribution which is one of two-parameter probabilistic distributions instead of exponential one.

• Earthquakes and Structures
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• 제13권4호
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• pp.365-375
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• 2017

Seismic risk management has two main technical aspects: to recommend the construction of high-performance buildings and other structures using earthquake-resistant designs or evaluate existing ones, and to prepare emergency plans using realistic seismic scenarios. An overview of seismic risk assessment methodologies in Croatia is provided with details regarding the components of the assessment procedures: hazard, vulnerability and exposure. For Croatia, hazard is presented with two maps and it is expressed in terms of the peak horizontal ground acceleration during an earthquake, with the return period of 95 or 475 years. A standard building typology catalogue for Croatia has not been prepared yet, but a database for the fourth largest city in Croatia is currently in its initial stage. Two methods for earthquake vulnerability assessment are applied and compared. The first is a relatively simple and fast analysis of potential seismic vulnerability proposed by Croatian researchers using damage index (DI) as a numerical value indicating the level of structural damage, while the second is the Macroseismic method.

• Structural Engineering and Mechanics
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• 제89권4호
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• pp.399-409
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• 2024

Assessment of existing concrete bridges is a challenge for owners. It has greater economic impact when compared to designing new bridges. When using conventional linear analyses, judgment of the engineer is required to understand the behavior of redundant structures after the first element in the structural system reaches its ultimate capacity. The alternative is to use a predictive tool such as advanced nonlinear finite element analyses (ANFEA) to assess the overall structural behavior. This paper proposes a new reliability framework for the assessment of existing bridge structures using ANFEA. A general framework defined in previous works, accounting for material uncertainties and concrete model performance, is adapted to the context of the assessment of existing bridges. A "shifted" reliability problem is defined under the assumption of quasi-deterministic dead load effects. The overall exercise is viewed as a progressive pushover analysis up to structural failure, where the actual safety index is compared at each event to a target reliability index.

• 환경영향평가
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• 제11권2호
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• pp.93-107
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• 2002

The choice of big public investment project needs an appropriate feasibility analysis before it is implemented, bemuse a rot wisely chosen one would bring about big and longrun societal costs. But the feasibility analysis for the big public investment project in Korea has been done without linking the economic benefits and environmental damages. Consequently social conflicts arose frequently during and after project implementation, owing to such concerns asincreasing costs and serious ecological damages. The recent social conflict over the Saemangeum Project is a typical case. This reclamation project began in 1991 and finished 60% of the whole process in 1999, when its feasibility was again assessed under the public pressure by the joint assessment team consisting of both citizen's and government's professionals. Even the assessment report by this joint team could not show the convincing results owing to the improper assessment procedure and failure to set proper feasibility criteria. This paper pointed out the limitations of our current procedure of feasibility assessment and identified the concrete problems that atosee during the recent reassessment process of the Saemangeum reclamation project by the joint team. In order to improve the current problem-ridden practices, it is concluded by the policy recommendation for establishing a right feasibility assessment procedure for the public investment projects.

• 자원환경지질
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• 제33권6호
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• pp.557-563
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• 2000

Subsidence hazard has never been considered seriously until recent yews in Korea, although its socioeconomic impact on Korea becomes more and more enormous. There have been a few studies for the application of GIS analysis technique to the prediction of subsidence hazard. For GIS analysis, several factors, which are represented by coverage, are considered and selected for building a GIS model. Numerical method was used to quantify the importance of each factor in GIS model and the result from numerical modeling using FLAC was compared with that from previous research based on empirical methods. Analysis in 3-D needs more computer resources (i.e. memory). Therefore that in 2.5-D was considered to overcome the problem. Not only maximum vertical subsidence but also maximum horizontal strain and maximum slope have been considered for the assessment of subsidence hazard. The model can be easily modified for the purpose of applications in any subsidence area, especially cavern or abandoned mines under thick soil layer.