• 한국구조물진단유지관리공학회 논문집
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• 제7권3호
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• pp.167-174
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• 2003

우리나라 군 시설에서 조적조가 차지하는 비중은 매우 크며, 군 시설 현대화사업의 추진 등으로 성능에 대한 정확한 평가가 없이 노후 시설물을 철거하는 경우가 있어서 낭비를 초래하고 있다. 본 연구는 조적조 노후 군시설을 효율적으로 유지보수 하는데 도움을 주기 위해서 시설물의 기울기 및 침하, 내하력, 내구성 등을 조사하여 시설물 전반의 성능을 객관적으로 평가할 수 있는 기준을 제시하였다. 내하력은 조적상태, 줄눈모르터 상태, 긴결철물의 상태, 테두리보 상태, 하중상태 등으로 평가하고, 내구성은 균열, 표면노후화, 진동등의 항목으로 평가하도록 하였다. 평가항목의 중요도는 AHP 기법을 적용하여 산정한 가중치로 결정하였다. 조사대상 조적조 노후 군시설의 성능을 판정할 수 있는 절차도 제시하였으며, 사례연구를 통하여 본 연구에서 제시한 평가기준의 적용성을 확인할 수 있었다.

• 환경영향평가
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• 제14권4호
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• pp.195-202
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• 2005

The health risks from the magnetic fields exposure have been brought out difficulties in the construction of transformer substation. According to several epidemiologic studies and the relevant international organizations, magnetic fields should not exceed the exposure limits of 3mG for the people living near electric power lines. The rigid regulation of the exposure levels for the elementary school and residental areas has been established already in Switzerland and Italy. Since 1998, the environmental impact assessment system in Korea has been reviewed for power-frequency magnetic field by precautionary policies. In this study, the possible application of Prior Environmental Performance Review System for the transformer substation was reviewed from the points of the properties of the powerfrequency magnetic fields. The ranges and survey methods of the assessment for the transformer substation were proposed. The ranges of magnetic fields was between 300m to 500m for the 345kV transformer substation. It is necessary to develop further specific assessment methods for various high-voltage transformer substations.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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• pp.143-147
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• 2009

Graduates from engineering colleges are demanded to have been acquired some abilities and qualities during their undergraduate years through the standard of the so-called "programmed learning results and evaluation" This paper aims at analyzing the learning results evaluation tool for graduates from the architectural engineering department through the examples of the colleges with engineering accreditation in Korea, and suggesting a more appropriate programmed learning result evaluation tool. The basic theories on programmed learning results were studied, and then the previous study examples were researched. The study objects were limited to the fourteen colleges which offered the examples of the learning results evaluation tools of the colleges with engineering accreditation in Korea. Types and the present situation of those evaluation tools were analyzed. In addition, the proposals for the evaluation tool of programmed learning results and the performance standard were suggested for those with an engineering accreditation, based on the case study of the performance standards of each college with an engineering accreditation. The study results showed that much more national research needs to be conducted to clarify the standards of selecting an evaluation tool and a performance standard appropriate for the level of each college so that it can make a proper proposal.

• Safety and Health at Work
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• 제5권3호
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• pp.165-167
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• 2014

The Dutch construction industry has introduced a compulsory preemployment medical examination (PE-ME). Best-evidence contents related to specific job demands are, however, lacking and need to be gathered. After the identification of job demands and health problems in the construction industry (systematic literature search and expert meeting), specific job demands and related requirements were defined and instruments proposed. Finally, a work ability assessment was linked to the instruments' outcomes, resulting in the modular character of the developed PE-ME. Twenty-two specific job demands for all Dutch construction jobs were identified, including kneeling/squatting, working under time pressure, and exposure to hazardous substances. The next step was proposing self-report questions, screening questionnaires, clinical tests, and/or performance-based tests, leading to a work ability judgment. "Lifting/carrying" is described as an example. The new modular PE-ME enables a job-specific assessment of work ability to be made for more than 100 jobs in the Dutch construction industry.

• Advances in concrete construction
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• 제1권1호
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• pp.45-63
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• 2013

Upon completion of new concrete structures, the achieved construction quality always shows a high scatter and variability, and in severe environments, any weaknesses and deficiencies will soon be revealed whatever durability specifications and materials have been applied. To a certain extent, a probability approach to the durability design can take the high scatter and variability into account. However, numerical solutions alone are not sufficient to ensure the durability and service life of concrete structures in severe environments. In the present paper, the basis for a probability-based durability design is briefly outlined and discussed. As a result, some performance-based durability requirements are specified which are used for quality control and quality assurance during concrete construction. The final documentation of achieved construction quality and compliance with the specified durability are key to any rational approach to more controlled and increased durability. As part of the durability design, a service manual for future condition assessment and preventive maintenance of the structure is also produced. It is such a service manual which helps provide the ultimate basis for achieving a more controlled durability and service life of the given concrete structure in the given environment.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.213-216
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• 2015

Despite the significant increase of Korean contractors in the international construction market, many SMCCs (Small & Medium Construction Companies) have suffered in the global financial crisis, and some of them have been kicked out of the international market after experiencing huge losses on projects. SMCCs face obstacles in the international market, such as an insufficient ability to gather information and inappropriate management of associated risks, which lead to difficulties in establishing effective business strategies. In other words, making immature decisions without an effective business strategy may cause not only the failure of one project but also the bankruptcy of the SMCC. To overcome this, the research presented herein aims to propose a decision support system for SMCCs, which would screen projects and make a go/no-go decision at the early stages of international projects. The proposed system comprises a double axis: (1) a profit prediction model, which evaluates 10 project properties using an objective methodology based on a historical project performance database and roughly suggests expected profit rate, and (2) a feasibility assessment model, which evaluates 17 project environment factors in a subjective and quantitative methodology based on experience and supervision. Finally, a web-based system is established to enhance the practical usability, which is expected to be a good reference for inexperienced SMCCs to make proper decisions and establish effective business strategies.

• 한국지진공학회논문집
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• 제14권1호
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• pp.51-62
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• 2010

이 연구의 목적은 중공 프리캐스트 세그먼트 PSC 교각의 성능을 파악하는데 있다. 제안된 중공 프리캐스트 교각 시스템은 현장에서의 작업을 줄이고 공사기간의 단축을 가져올 수 있다. 공사기간의 단축은 교통차단이나 교통우회가 필요한 공사의 안전성과 경제성에 직결된다. 2개의 중공 프리캐스트 세그먼트 PSC 교각 실험체에 일정 축하중 하에서 횡방향 반복하중을 가하는 준정적 실험을 수행하였다. 사용된 프로그램은 철근콘크리트 구조물의 해석을 위한 RCAHEST이다. 제안된 해석기법은 조사된 실험체에 대하여 하중단계에 따라 성능을 비교적 정확하게 예측하였다.

• 대한토목학회논문집
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• 제30권5A호
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• pp.463-473
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• 2010

이 연구의 목적은 프리캐스트 세그먼트 PSC 교각의 조립식 코핑부의 성능을 파악하는데 있다. 제안된 프리캐스트 시스템은 현장에서의 작업을 줄이고 공사기간의 단축을 가져올 수 있다. 조립식 코핑부는 프리캐스트 세그먼트 PSC 교각의 현장타설 코핑부를 대체할 목적을 갖고 있다. 조립식 코핑부 실험체는 단조증가 하중 하에서 파괴 실험을 수행하였다. 그 결과 제안된 조립식 코핑 시스템은 기존의 현장타설 시스템과 동등한 소요성능을 보임을 확인하였다. 연계논문에서는 프리캐스트 세그먼트 PSC 교각의 조립식 코핑부의 성능평가를 위해 실험 및 해석적 연구를 수행하였다.

• Journal of Construction Engineering and Project Management
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• 제8권4호
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• pp.1-24
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• 2018

In the last decade, the use of Building Information Modeling (BIM) as a new technology has been applied with traditional Computer-aided design implementations in an increasing number of architecture, engineering, and construction projects and applications. Its employment alongside construction management, can be a valuable tool in helping move these activities and projects forward in a more efficient and time-effective manner. The traditional stakeholders, i.e., Owner, A/E and the Contractor are involved in this BIM system that is used in almost every activity of construction projects, such as design, cost estimate and scheduling. This article extracts major features of the application of BIM from perspective of participating BIM components, along with the different phrases, and applies to them a logistic analysis using a fuzzy performance tree, quantifying these phrases to judge the effectiveness of the BIM techniques employed. That is to say, these fuzzy performance trees with fuzzy logic concepts can properly translate the linguistic rating into numeric expressions, and are thus employed in evaluating the influence of BIM applications as a mathematical process. The rotational fuzzy models are used to represent the membership functions of the performance values and their corresponding weights. Illustrations of the use of this fuzzy BIM performance tree are presented in the study for the uninitiated users. The results of these processes are an evaluation of BIM project performance as highly positive. The quantification of the performance ratings for the individual factors is a significant contributor to this assessment, capable of parsing vernacular language into numerical data for a more accurate and precise use in performance analysis. It is hoped that fuzzy performance trees and fuzzy set analysis can be used as a tool for the quality and risk analysis for other construction techniques in the future. Baldwin's rotational models are used to represent the membership functions of the fuzzy sets. Three scenarios are presented using fuzzy MEAN, AND and OR gates from the lowest to intermediate levels of the tree, and fuzzy SUM gate to relate the intermediate level to the top component of the tree, i.e., BIM application final performance. The use of fuzzy MEAN for lower levels and fuzzy SUM gates to reach the top level suggests the most realistic and accurate results. The methodology (fuzzy performance tree) described in this paper is appropriate to implement in today's construction industry when limited objective data is presented and it is heavily relied on experts' subjective judgment.

• 대한토목학회논문집
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• 제31권4A호
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• pp.269-278
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• 2011

최근 들어 여러 분야에서 환경오염을 최소한으로 줄일 수 있는 대책을 연구하고 있다. 하지만 토목구조물의 경우 많은 자재와 공정과정을 거쳐 건설되어 환경에 미치는 영향이 적지 않을 것으로 예상됨에도 불구하고 현재까지도 환경오염에 대한 대책과 연구가 부족한 현실이다. 따라서 본 논문에서는 환경오염 대책 수립을 위해 반드시 수행하여야 하는 환경적합성평가를 강박스교량을 대상으로 수행하였다. 토목구조물 생애주기 단계를 반영하여 타 분야에서도 널리 쓰이고 있는 환경적합성평가방법인 전과정평가(LCA)절차에 따라 평가를 실시하였으며, 대표적인 전과정평가 방법인 직접조사법과 간접추계법을 사용하여 대상교량의 환경영향을 검토하였다. 분석결과, 온실가스의 대표적인 $CO_2$를 기준으로 평가하였을 때 직접조사법을 이용할 경우 241.27 ton의 $CO_2$가 발생하였으며, 간접추계법을 사용할 경우 221.03 ton의 $CO_2$ 배출량이 발생하였다. 또한 발생한 $CO_2$는 대부분 건설자재 제조/생산단계에서 배출되는 경향을 보여, 환경오염을 줄이기 위해서는 구조적 안전성을 유지하는 범위 내에서 원자재의 총량을 줄이는 효율적인 설계가 필요할 것이라 판단된다. 본 논문에서 진행된 토목구조물에 대한 상세한 전과정평가는 향후 토목구조물에 대한 환경적합성 평가 기준 마련을 위한 연구 시, 참고자료로서 활용될 수 있을 것으로 판단된다.