• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 추계 학술논문 발표대회
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• pp.149-150
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• 2011

Recently, Goverment's Energy-saving policy in Korea as 'Green Growth' is very remarkable effort. By intensive poliicies, the private is encouraged to participate in policy. Especially, it is very important in the field of architecture and we have to work for construction of law system. However, these efforts of the government buildings for energy efficiency in use stage is as mandatory system that may occur in the construction phase and the enviromental impact of greenhouse gas reductions is not affected. For this reason, Assess the amount of the energy consumption and CO₂ emissioont of Government Buildings in 2010 ordered by PPS(Public Procurement Service) in the construction phase and suggest to recognize the need for legal restrictions.

• 산업경영시스템학회지
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• 제46권3호
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• pp.221-230
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• 2023

Under increased complexity and uncertainty of overseas construction projects, it is important for construction companies to improve their own project risk management capabilities instead of risk-taking strategies to secure competitiveness in the overseas construction market. Although most of the risks occur in project execution stage, many previous studies focused on planning stage including risk identification and analysis among PRM process. Therefore, this study aims to verify the effectiveness of whole PRM process during project execution stage through empirical study on participants of overseas construction projects. As the result it was found that first, the factor directly affects the project success is the execution process of PRM. It implies that appropriate actions such as appointing charged manager for risks, timely implementation of responding plan, continuous risk monitoring and updating established plan are the key for contribution to the project success. Second, the importance of communication in PRM is also found, which is not conducted at a specific but throughout the entire PRM process and need to be managed as essential factor for successful PRM..

• 한국강구조학회 논문집
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• 제23권1호
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• pp.99-111
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• 2011

본 연구에서는 비선형 해석을 통하여 폐합 전 강사장교의 주요한 좌굴 거동 특성을 고찰한다. 케이블의 새그효과, 주탑과 거더의 P-${\Delta}$ 효과, 구조물의 대변위효과 등의 주요한 기하학적 비선형성을 모두 고려하기 위해 기하학적 비선형 해석으로써 구조물의 좌굴 해석을 수행하였다. 초기형상 해석 및 시공단계 해석을 통해 사하중을 받고 있는 시공 단계에 있는 구조물의 해석을 수행하였고 이 후 데릭 크레인과 키 세그먼트의 자중에 대한 비선형 해석으로 폐합 전 사장교의 좌굴 해석을 수행하였다. 본 해석 연구에서는 케이블의 배치 형태 및 주탑과 거더간 강성비에 따른 좌굴 모드 및 임계 하중계수의 변화를 분석하였다. 연구 결과 주요한 좌굴 모드를 구분하고 케이블 배치 형식이 다른 각 사장교에서 각 좌굴 모드가 나타나는 주탑과 거더간 강성비의 범위를 도출하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.199-209
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• 2009

The movement of the caisson used to construct a wharf front can affect functional performance of the port. Sequential movement of caissons at each stage of the construction is essential in the overall design as well as the stability of the port. It is common that back-analysis using the previous measurement is performed to predict the caisson movement, while there is no intensive study on sequential movement of the caissons according to the construction stage. In the study, we analyzed the pattern of the movement of caissons as a port is constructed. To simulate the construction of the port, the finite element method (FEM) is employed. The computed result shows that the caisson moves differently at each construction stage. When the caisson is being installed, the displacement of the caisson takes place mainly in vertical direction. In next stage of filling rocks behind the caisson, the top of the caisson move toward shore, while the bottom moves toward sea, thus rotating the caisson. The maximum rotation of the caisson takes place in the stage of filling rocks behind the caisson.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.244-245
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• 2021

Design VE (Value Engineering) has been basic design and implementation design separately, but due to the recent change in guidelines, it is changing to implement only once in the implementation design stage. However, in the implementation design stage, construction costs, plans, and specifications based on the volume details are almost completed. Therefore, it is effective to perform the function analysis step after identifying information analysis and key issues through CostModeling based on functional center for the selected target in the process of implementing the VE performance procedure.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.214-215
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• 2022

This study analyzed the development stage and change management necessity of the construction IT system through existing research and literature review, and used WordCloud, one of the text mining techniques, to analyze current construction trends and major issues. The necessity of change management is derived by using existing research literature and construction-related social issues as analysis data.

• 한국과학예술포럼
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• 제23권
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• pp.149-162
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• 2016

본 연구의 배경 및 연구방법과 범위, 연구내용은 다음과 같다. 최근 복합적이고 다양한 지역건설의 요구와 관심이 높아짐에 따라 건설을 인간의 삶과 연결시키려는 시도, 즉 건설에서의 기술적인 요소의 바탕에 문화적인 관점을 필수적인 상호 연계 요소로서 살펴볼 필요가 있다. 지역 자정능력의 향상을 위해서 개발논리에 따른 단편적인 지역 건설이 아닌 다양한 지역 문화와의 상생을 통해 건설 문화를 현대적인 관점으로 계승하고 활용할 필요가 있다. 이에 본 연구는 첨단 산업이 접목된 살기 좋은 지역을 건설하기 위한 전략적이고 효과적인 건설기획단계 의사결정 과정에 대해서 기술과 문화의 융합적 관점의 관련 영향요소들을 도출하고자 한다. 이를 위해 본 연구는 건설기획단계의 의사결정을 수립함에 있어 지역 고유의 기술 및 문화 콘텐츠를 고려한 융합적 관점의 정책 의사결정 영향요소를 비정형 데이터 분석 방법을 활용해 분석하고자 한다. 결론은 다음과 같다. 지역 건설기획단계는 정책적 요소로서 무형(無形)과 유형(有形)의 요소들이 다양한 의미들을 내포하고 있고, 기술적인 요소들은 건설분야에서의 다양한 정성적인 요소와 정량적인 기술요소와 접목되어 있다. 건설기획단계 의사결정을 이해한다는 것은 구조, 형태, 공법 등 눈에 보이는 '기술적 요소' 뿐만 아니라, 공간이 형성되는 과정에서 투영된 삶의 방식과 시대정신, 종교와 학문 그리고 예술에 대한 지적 통찰력과 같은 눈에 보이지 않는 '문화적 요소'까지도 포함하는 총체적 접근이 필요하다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1994년도 가을 학술발표회 논문집
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• pp.235-246
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• 1994

At pre-construction design stage, most of the design data are based on the site investigation results or property estimation which often does not provide satisfactory output for the tunnel analysis. Nonlinear FEM tunnel analysis was cariied out by Hoek-Brown model which is principly semi-empirical design method based on insitu rock descriptions, rock test results as well as field measurement data. The results of the analytical methods from Hoek-Brown model and Mohr-Coulomb model are compared with the sige measurement data from two-NATM tunnel construction sites. It was found that the Hoek-Brown model can be satisfactorily adopted as a feed back analysis technique in order to examin the safety of NATM tunnel at any construction stage.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.359-364
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• 1999

Providing the reasonable construction cost at the initial stage of the rural development project, is a kety factor of the each step of project , such as propriety analysis , cost planning , design, and planning the progress of work. The explainable construction cost can be estimated at the early stage using the actual cost data by statistical analysis. In this study, the influence factors are extracted by factor analysis with the actual cost data of rural development project, object cost model is developed by multiple regression analysis, and verify the developed cost model by Monte-Carlo simulation .

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.65-84
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• 2002

The Observational Method proposed by Terzaghi can be applied for the safe and economic construction projects where the exact prediction of the behavior of the structures is difficult as in the underground excavation. The method consists of measuring lateral displacement, ground settlement and axial force of supports in the earlier stage of the construction and back analysis technique to find the best fit design parameters such as earth pressure coefficient, subgrade reaction etc, which will minimize the gap between calculated displacement and measured displacement. With the results, more reliable prediction of the later stage can be obtained. In this study, back analysis programs using the Direct Method, based on the Hill Climbing Method were made and evaluated, and to overcome the limits of the method, Genetic Algorithm(GA) was applied and tested for the actual construction cases.