• 국제학술발표논문집
• /
• The 6th International Conference on Construction Engineering and Project Management
• /
• pp.656-657
• /
• 2015

Recently, Multi-Objective Optimization of design elements is an important issue in building design. Design variables that considering the specificities of the different environments should use the appropriate algorithm on optimization process. The purpose of this study is to compare and analyze the optimal solution using three evolutionary algorithms and energy modeling simulation. This paper consists of three steps: i)Developing three evolutionary algorithm model for optimization of design elements ; ii) Conducting Multi-Objective Optimization based on the developed model ; iii) Conducting comparative analysis of the optimal solution from each of the algorithms. Including Non-dominated Sorted Genetic Algorithm (NSGA-II), Multi-Objective Particle Swarm Optimization (MOPSO) and Random Search were used for optimization. Each algorithm showed similar range of result data. However, the execution speed of the optimization using the algorithm was shown a difference. NSGA-II showed the fastest execution speed. Moreover, the most optimal solution distribution is derived from NSGA-II.

• 대한안전경영과학회지
• /
• 제20권1호
• /
• pp.11-21
• /
• 2018

Safety accidents, which are called industrial accidents in construction work, are often caused by unstable physical and personal conditions combined during preparation and execution of work. It is difficult to manage all the construction works, but especially in the field of apartment construction work, complex and many kinds of works are being carried out at the same time. In the current construction, safety regulations such as safety management guidelines are generally well maintained, but the execution of manpower resources that can fulfill them is limited, and it is difficult to reduce the accident rate and loss cost. Therefore, in this study, it is a reality that most of the types of construction work are under contruction by subcontracting contract, so they are limit by methods of manual maintenance and safety education. Currently, the subcontractor is also allowed to perform safety management through the composition of the safety management review body, but it is operated formally. So alternatives to this were studied. As a result, safety accidents occur in the subcontractor's worker due to vertical integration, which is characteristic of the construction industry, together to the contractor, the safety management system is based on a safety construction system in which a worker who has a certain qualification condition such as career experience of the work type, work understanding of the work type, and management experience of the work type among the subcontractor, when we manage based on mutual personality which is the personality of interpersonal relationship that can communicate with each other by work type, process and grouping, it is concluded that effective and practical safety management can be achieved to reduce the accident rate and loss cost.

• 국제학술발표논문집
• /
• The 9th International Conference on Construction Engineering and Project Management
• /
• pp.823-830
• /
• 2022

The risk of project execution increases due to the enlargement and complexity of Engineering, Procurement, and Construction (EPC) plant projects. In the fourth industrial revolution era, there is an increasing need to utilize a large amount of data generated during project execution. The design is a key element for the success of the EPC plant project. Although the design cost is about 5% of the total EPC project cost, it is a critical process that affects the entire subsequent process, such as construction, installation, and operation & maintenance (O&M). This study aims to develop a system using machine-learning (ML) techniques to predict risks and support decision-making based on big data generated in an EPC project's design and construction stages. As a result, three main modules were developed: (M1) the design cost estimation module, (M2) the design error check module, and (M3) the change order forecasting module. M1 estimated design cost based on project data such as contract amount, construction period, total design cost, and man-hour (M/H). M2 and M3 are applications for predicting the severity of schedule delay and cost over-run due to design errors and change orders through unstructured text data extracted from engineering documents. A validation test was performed through a case study to verify the model applied to each module. It is expected to improve the risk response capability of EPC contractors in the design and construction stage through this study.

• 한국컴퓨터정보학회논문지
• /
• 제19권1호
• /
• pp.57-64
• /
• 2014

스타이너 트리의 생성은 NP-Complete 영역에 속하므로, 이것을 위한 휴리스틱들은, 다수의 입력 노드에 대해서 많은 시간과 계산을 요구한다. 본 논문에서는 많은 입력노드에 대해, 들로네 삼각망과 Prim의 최소신장트리를 결합한 효과적인 유클리드 스타이너 최소트리 구성방법을 제안한다. 이 방법은 Prim의 최소신장트리와 최소신장트리기반 스타이너 트리와 각각 비교 분석되었다. 제안된 방법은 30,000개의 입력노드에 대해 최소신장트리에 비해 연결 길이는 2.1% 감소, 실행시간은 138.2% 증가하였고, 최소신장트리기반 스타이너최소트리에 비해 실행시간 18.9% 감소, 연결 길이 0.013% 감소의 실험결과를 보였다. 따라서 본 연구의 제안방법은 실행시간이 주요 요인이 되지 않는 환경에서 연결 길이를 단축해야 할 응용에 잘 적용될 수 있을 것이다.

• 국제학술발표논문집
• /
• The 3th International Conference on Construction Engineering and Project Management
• /
• pp.1201-1208
• /
• 2009

A making a decision of construction cost has important meaning and function for both contractor and owner in construction projects. Especially, it should be premised that estimating the construction cost in efficient and rational way in public construction, which is invested by government funds, for efficient execution of the budget and investment as a side of government. The systematic methodology for estimating construction cost approximately of a river facility construction project has not yet been established because of its unique characteristics including its relatively small project size in terms of cost. On this study, It collect and analyze a river facility construction historical cost data for develop an approximate cost estimating model for river applied by typical embankment section method and rate application of the others activity type. And it verify suitability of model through a that result of application of real river facility construction statement at developed model. By this study, it is expected to reasonable and systematic estimating construction cost through application of developed model.

• 국제초고층학회논문집
• /
• 제1권1호
• /
• pp.37-51
• /
• 2012

New generation of tall and complex buildings systems are now introduced that are reflective of the latest development in materials, design, sustainability, construction, and IT technologies. While the complexity in design is being overcome by the availability and advances in structural analysis tools and readily advanced software, the design of these buildings are still reliant on minimum code requirements that yet to be validated in full scale. The involvement of the author in the design and construction planning of Burj Khalifa since its inception until its completion prompted the author to conceptually develop an extensive survey and real-time structural health monitoring program to validate all the fundamental assumptions mad for the design and construction planning of the tower. The Burj Khalifa Project is the tallest structure ever built by man; the tower is 828 meters tall and comprises of 162 floors above grade and 3 basement levels. Early integration of aerodynamic shaping and wind engineering played a major role in the architectural massing and design of this multi-use tower, where mitigating and taming the dynamic wind effects was one of the most important design criteria established at the onset of the project design. Understanding the structural and foundation system behaviors of the tower are the key fundamental drivers for the development and execution of a state-of-the-art survey and structural health monitoring (SHM) programs. Therefore, the focus of this paper is to discuss the execution of the survey and real-time structural health monitoring programs to confirm the structural behavioral response of the tower during construction stage and during its service life; the monitoring programs included 1) monitoring the tower's foundation system, 2) monitoring the foundation settlement, 3) measuring the strains of the tower vertical elements, 4) measuring the wall and column vertical shortening due to elastic, shrinkage and creep effects, 5) measuring the lateral displacement of the tower under its own gravity loads (including asymmetrical effects) resulting from immediate elastic and long term creep effects, 6) measuring the building lateral movements and dynamic characteristic in real time during construction, 7) measuring the building displacements, accelerations, dynamic characteristics, and structural behavior in real time under building permanent conditions, 8) and monitoring the Pinnacle dynamic behavior and fatigue characteristics. This extensive SHM program has resulted in extensive insight into the structural response of the tower, allowed control the construction process, allowed for the evaluation of the structural response in effective and immediate manner and it allowed for immediate correlation between the measured and the predicted behavior. The survey and SHM programs developed for Burj Khalifa will with no doubt pioneer the use of new survey techniques and the execution of new SHM program concepts as part of the fundamental design of building structures. Moreover, this survey and SHM programs will be benchmarked as a model for the development of future generation of SHM programs for all critical and essential facilities, however, but with much improved devices and technologies, which are now being considered by the author for another tall and complex building development, that is presently under construction.

• 한국건설관리학회논문집
• /
• 제15권2호
• /
• pp.33-43
• /
• 2014

정부, 지방자치단체 및 기타 공공기관 등이 필요로 하는 각종 시설공사, 물품, 용역 등의 조달은 국가예산을 사용하여 집행되고 있다. 우리나라에서는 국가의 예산을 효율적으로 집행하기 위하여 "국가를 당사자로 하는 계약에 관한 법률" 시행령 제9조 제1항 제2조에서 예정가격의 결정기준 중 원가계산에 의한 가격에 관하여 규정하고 있고, 이를 근거로 사업목적에 따라 소관부서별로 각기 원가계산에 의한 예정가격의 결정을 위한 대가기준을 가지고 있다. 본 연구는 기술용역의 대가기준에 관한 고찰을 통하여 투명성을 확보할 수 있는 용역비 산출방법을 도출하여 공공기관이 보다 합리적이고 효율적인 예산집행을 할 수 있도록 현실적인 개선방안을 제시하는데 그 목적이 있다.

• 한국건설관리학회:학술대회논문집
• /
• 한국건설관리학회 2002년도 학술대회지
• /
• pp.13-18
• /
• 2002

해외건설은 경영구조의 글로벌화와 글로벌 경영자로서의 역할수행이 요구된다. 세계 건설시장과 한국의 해외건설에 대한 고찰과 함께 한국 건설업의 빛과 그림자를 조망한다. 또한 해외건설에 대한 한국적 의미를 해석하고, 해외건설업의 특징, 전략 및 경쟁요소를 분석한다. 이를 통해 국내 건설업 경영자와 경영시스템의 혁신적 변화를 제안하고자 한다.

• 한국건설관리학회논문집
• /
• 제15권1호
• /
• pp.62-69
• /
• 2014

정부정책은 시장과 기업에 많은 영향력을 행사하기 때문에 정부정책에 대한 평가는 중요한 현안이다. 현재 우리나라에서 CM정책을 제시하는 대표적인 자료는 건설산업기본계획과 건설기술진흥기본계획으로 이를 통해 정부의 CM정책을 이해할 수 있다. 본 연구의 목적은 제3차 건설산업기본계획과 제4차 건설기술진흥기본계획에 제시된 CM정책항목을 중심으로 CM정책에 대한 CM기업의 인식과 평가를 Gap 분석기법을 활용하여 중요도와 실행도의 관점에서 분석하고 주요 특징 및 시사점을 도출하는데 있다. 본 연구를 통해 나타난 주요 결과는 정부가 제시한 CM정책항목에 대해서는 전반적으로 중요하다고 CM기업이 인식하고 있는 반면 실행도에 대해서는 낮은 평가를 내리고 있다는 것이다. 향후 정부는 새로운 CM정책항목의 발굴보다는 이미 발굴되어 있는 CM정책항목의 이행전략과 성과점검에 보다 노력을 경주할 필요가 있는 것으로 나타났다.

• 산업경영시스템학회지
• /
• 제46권3호
• /
• pp.209-220
• /
• 2023

Recently, defects that occurred during the construction of apartment houses have become a social issue. Defects in apartment houses lead to waste of resources and economic loss, causing psychological and physical damage to customers, and a decrease in reliability and financial loss to construction companies. The purpose of this study was to analyze the impact of defect occurrence according to the difference in project management level in the apartment housing construction stage, and to investigate the extent to which the project manager's experience affects the defect occurrence rate. For the empirical analysis of the study, statistical analysis was conducted using data collected from 130 actual projects. The results of the analysis showed that schedule management, cost management, and quality management had a positive effect on reducing the defect occurrence rate in the execution stage of apartment housing construction, while human resource management productivity had a negative effect. This study theoretically demonstrated the importance of project management, and in practice, showed that schedule management, cost management, and quality management should be faithfully performed in the execution stage to reduce the rate of defects after project completion. It was also suggested that hiring an experienced project manager would help reduce project defects.