• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2003년도 학술대회지
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• pp.589-592
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• 2003

국내에서는 건설공사지원정보체계의 활용을 촉진하고, 건설공사의 제반 단계에서 발생하는 정보의 상호교류를 촉진하기 위하여 통합건설정보 분류체계를 제안하고 있으나 효율적인 활용방안에 대한 연구의 미흡과 건설공사의 중요한 정보인 설계도서의 체계적인 통합관리를 위한 데이터베이스 (Database : DB) 중심의 전산관리시스템의 구축미비로 인하여 많은 문제점을 야기하고 있다. 이에 본 연구에서는 건설정보 분류체계의 활용과 설계도서의 체계적인 통합관리를 위한 방안으로 데이터베이스 설계하고 이를 웹(Web)기반에서 관리할 수 있는 설계도서 통합관리 시스템을 구축 하였다.

• Journal of Construction Engineering and Project Management
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• 제2권3호
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• pp.17-29
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• 2012

Delays are one of the biggest problems facing by the construction industry and they have significant financial and social impact in construction projects. The paper presents a framework of Delay Analysis System (DAS) with the aim of analysing the impact of delay factors in Libyan construction projects. The system has designed by integrating the possible delay factors, critical activities of a project using@risk simulator. A case study of building project was demonstrated to identify the impact of delays and the sensitivity of delay factor. The case study result showed that the project might be delayed by 97 to 103 days in comparison to the planned duration. The developed DAS is a tool for analysing and identify the impacts of delay factors and assist to construction manager to take necessary measure in reducing the delay impact. The paper provides a methodology for analysing the possible delay impact in a construction project and informing to construction manager in advance of the possible delay factors.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2007년도 정기학술발표대회 논문집
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• pp.813-818
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• 2007

건설 프로젝트에서 수집되는 생산성 정보는 공사 진행의 효율성 파악, 작업여건 및 투입자원의 분석, 프로젝트의 성과측정 등에 활용될 수 있을 뿐만 아니라 향후 공사계획 수립에 있어 유용하게 사용될 수 있는 매우 중요한 실적자료이다. 그러나 이와 같은 생산성 정보의 중요성에도 불구하고 기존의 국내 건설 산업은 생산성 데이터의 수집 및 측정방법 등이 아직 체계화 되어있지 못하고 생산성 데이터의 활용도 미진하며 이로 인해 대부분의 공사계획 수립을 현장관리자의 경험과 직관에 의존하고 있어 계획 대비 실적에 대한 신뢰도가 그만큼 저하될 수밖에 없는 실정이다. 따라서 본 연구에서는 실제 건설 생산성 데이터의 축적을 통해 이를 향후 공사계획 수립에 유용한 실적자료로서 활용할 수 있는 건설 생산성 예측모델을 제시하고자 한다.

• 한국경영과학회:학술대회논문집
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• 대한산업공학회/한국경영과학회 1996년도 춘계공동학술대회논문집; 공군사관학교, 청주; 26-27 Apr. 1996
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• pp.709-712
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• 1996

Generating a project network of a specific construction project is very time consuming and difficult task in the field. To effectiviely automate and support the planning process, we design a case-based project planning expert system inspired by the fact a human expert project planner uses previous cases for planning a new project. A construction project case consist of its specific characteristics and the corresponding project network (i.e. project plan). Using frame based representation. we represent the project features affecting the progress network and the entities composing the project plan such as the buildings, construction methods, WBS (work breakdown structure), activities, and resources. The project planning process runs through most similar case retrieval, case adaptation, and user requirement satisfaction. We represent the construction domain knowledge for each procedure using constraints and rules. We develop the methodology for constraint-based case adaption. Case adaptation process mainly consist of activity generation/deletion and predecence constraint satisfaction, for which we develop the dynamic constraint generation method and connect user-level requirement representation the system-level network modification knowledge. The methodology is being applied to the prototype for apartment construction project planning.

• 설비공학논문집
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• 제26권3호
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• pp.115-121
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• 2014

HVAC&R system costs can often be one of the most expensive components, representing approximately 15% of the total construction cost for office buildings. Despite their significant importance, there is a lack of a consistent and homogeneous framework to approximate the estimate research. This research deals with the prediction methodology of HVAC&R system cost with the aim of establishing a common idea for the analysis of the construction cost estimate. Our approach deals with the concept of an HVAC&R set that is composed of subsystems. The matrix combination analysis is examined, and total 960 HVAC&R system cost estimation can be implemented to large scale office buildings.

• KIEAE Journal
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• 제7권3호
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• pp.31-37
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• 2007

Statistical analyses with actual data are used in estimating construction cost for many years, but collected data could include factors that distort analytical results, namely outliers. To enhance reliability in predicting construction cost, the methodology, which is able to identify outliers and determine how to manage them, is needed. Actual costs obtained from 22 construction projects were studied. It is found that there is substantial disparity between results considering outliers and results not considering ones. Therefore, it is to identify outliers and apply an optimum process in estimating construction cost when actual data is used in statistical analysis.

• 헤리티지:역사와 과학
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• 제42권2호
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• pp.40-61
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• 2009

첨성대의 구조와 현재의 모습에 대한 합리적인 설명을 과학적으로 추론할 수 있는 토대를 마련하고자 첨성대 건립을 위한 새로운 시공방법론을 제안하였다. 이는 기존의 시공방법을 첨성대의 건립에 적용할 경우 가설구조물의 설치 및 운용, 돌을 나르기 위한 기중장비의 설치 및 운용 및 내부 채움 흙의 시공 등에 있어 해결하여야 할 문제와 첨성대 건립 당시 신라인들이 보유하였을 것으로 간주되는 장비 사이의 괴리를 달리 설명할 도리가 없기 때문이다. 나아가 첨성대의 얼개 및 현재의 모습에 대하여 제기되는 기단과 남창구 사이 향(向)의 차이, 원통형 몸통의 일그러진 원형평면, 이웃하는 단 사이의 어긋남, 기울기와 일치하지 않는 각 단 편심의 분포, 외부 수평 수직 줄눈의 완벽한 정렬상태, 내부 채움 흙의 존재 이유 등 여러 가지 의문들에 대한 합리적이고도 과학적 근거가 있는 설명이 필요하였기 때문이기도 하다. 제안된 새로운 시공방법론은 이 모든 문제와 의문들에 대한 명료한 답을 주고 있다. 따라서 제안된 새로운 시공방법론은 첨성대를 축조한 당시의 건축자가 필연적으로 채택하였을 수 밖에 없었던 시공방법에 가장 가까운 건립방법이었을 가능성이 높다고 하겠다. 아울러 현재 첨성대 인근 황남동 일대에 산재하는 크고 작은 고분군의 존재는 이 논문에서 제안된 새로운 시공방법론을 첨성대 건립 당시의 신라인들이 자연스럽게 사용하였을 가능성을 암시하고 있다고 하겠다.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.133-140
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• 2013

The purpose of this study is identifying the relationship among the business strategy, order receiving capability and leverage variables of a construction company using industry characteristic variables, in addition to the explanation variables used in the previous studies. The samples of this study were limited to the construction companies listed in Korean stock market. This study built multiple regression analysis models, which have been frequently used in traditional previous studies, in the explanation of company capital structure. Empirical analysis on Static Trade-off Theory and Pecking Order Theory was done by the built model. The study results suggested that the capital structure determination behavior of a construction company generally follows Static Trade-off Theory; however, profitability was found to follow Pecking Order Theory. The explanation variables used in the previous capital structure studies mostly produced significant results; however, the variables, which this study experimentally used, did not produce significant results. It is believed that it implies that additional studies are required in the selection of variables and study methodology. Consequently, a case that unconditionally supports a particular theory is scarce. It has been also found that a case can support both theories at the same time. Therefore, it is believed that development study methodology or introduction of new study methodology that can identify the dynamic characteristic of construction company capital structure formation is required.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.80-81
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• 2019

Change requests occur persistently in the construction phase of a construction project. The law requires that the contract amount be adjusted in accordance with the relevant regulations when there is a change in the construction amount due to the design change in the construction contract. SAVE international, on the other hand, defines the value methodology as a systematic and structured approach to improving projects, products and processes. Design Changes in the construction projects require organizational efforts to improve value and quality. However, the law does not include change requests in which the VE object is fixed and related data is collected and function analysis can be derived in a short time. Therefore, it is necessary to apply VE to the design change procedure, which can further improve the value of construction work. The application derived from this study need to be presented as simply as possible without compromising the basic concept of VE. If the application is extended to the field and proved to be effective, it is expected to contribute to the overall value of construction work.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.66-73
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• 2013

Analytical Hierarchy Process (AHP) is a famous method amongst Multi Criteria Decision Making (MCDM), set up by Saaty in 1980. AHP can be determined as a methodology of hierarchical analysis following reasonable decision making with make simpler a difficult crisis. Decision making in systems of Safety management concerned multipart challenges. AHP is process for get better the composite decisions understanding with analyzes of the problem in a structure of hierarchy. The integration all of applicable decision criteria, their pair wise judgment permits the decision maker to establish the trade-offs amongst objectives. In recent years, Malaysian's economy and infrastructure development have significantly and rapidly risen. The construction industry continues to play a major role in this development as many construction activities have been carried out to meet the high demands of the expansive market. However, the construction industry has faced a wide range of challenges, one of which is the frequent occurrences of accidents at the workplace. An effective safety program can substantially reduce accidents because it can help management to build up safer means of operations and create safe working environments for the workers. Furthermore, by having an effective safety programs, good safety culture can be embedded in organization because it can encourage mutual cooperation between management and workers in the operations of the programs and decisions that affect their safety and health. The focus of this research is development methodology of Analytics Hierarchy Process (AHP) in construction safety factors and investigates the levels of some effective elements in SMS in Malaysian construction industries.