• 상하수도학회지
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• 제20권6호
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• pp.919-926
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• 2006

In this study, environmental impact assessments of wastewater treatment plant (WWTP), sewerage system, and tailrace were performed using LCA methodology. The life cycle stages were divided into 3 categories; construction stage, maintenance stage and demolition & disposal stage. As a tool of impact assessment, Ecoindicator99 containing fate analysis, exposure & effect analysis and damage analysis, was used. As tile results of WWTP LCA, more than 80% of environmental impact was produced from maintenance stage. On the other hand, most of environmental impact was produced from construction stage in the case of tailrace and sewerage system construction.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.347-354
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• 2001

Extradosed PSC Box bridges, newly emerging type of structures in construction market, have a characteristic in that external tendons are used for strengthening PSC Box girder like stay cables in cable stayed bridges. In this study, a series of constructions stage analysis procedure, including initial shape analysis, backward analysis and forward analysis, have been performed in order to investigate long-term behavior of extradosed PSC box bridges, using PCCAP-a computer program for time-dependent stage analysis of PSC cable stayed bridges. CEB-FIP 1978 model was used for the consideration of time-dependent effect of concrete material. Showing the validity of the analysis results with RM SPACE FRAME, it has been confirmd that time-dependent effects become less consequential as the stiffness of girder becomes larger.

• Computers and Concrete
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• 제14권5호
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• pp.599-612
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• 2014

This paper presents the effects of the construction stages using time dependent material properties on the structural behaviour of concrete arch dams. For this purpose, a double curvature Type-5 arch dam suggested in "Arch Dams" symposium in England in 1968 is selected as a numerical example. Finite element models of Type-5 arch dam are modelled using SAP2000 program. Geometric nonlinearity is taken into consideration in the construction stage analysis using P-Delta plus large displacement criterion. In addition, the time dependent material strength variations and geometric variations are included in the analysis. Elasticity modulus, creep and shrinkage are computed for different stages of the construction process. In the construction stage analyses, a total of 64 construction stages are included. Each stage has generally $6000m^3$ concrete volume. Total duration is taken into account as 1280 days. Maximum total step and maximum iteration for each step are selected as 200 and 50, respectively. The structural behaviour of the arch dam at different construction stages has been examined. Two different finite element analyses cases are performed. In the first case, construction stages using time dependent material properties are considered. In the second case, only linear static analysis (not considered construction stages) is taken into account. Variation of the displacements and stresses are obtained from the both analyses. It is highlighted that construction stage analysis using time dependent material strength variations and geometric variations has an important effect on the structural behaviour of arch dams. The maximum longitudinal, transverse and vertical displacements obtained from construction stages and static analyses are 1.35 mm and 0 mm; -8.44 and 6.68 mm; -4.00 and -9.90 mm, respectively. In addition, vertical displacements increase from the base to crest of the dam for both analyses. The maximum S11, S22 and S33 stresses are obtained as 1.60MPa and 2.84MPa; 1.39MPa and 2.43MPa; 0.60MPa and 0.50MPa, respectively. The differences between maximum longitudinal, transverse, and vertical stresses obtained from construction stage and static analyses are 78%, 75%, and %17, respectively. On the other hand, there is averagely 12% difference between minimum stresses for all three directions.

• Steel and Composite Structures
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• 제12권5호
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• pp.413-426
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• 2012

In this paper, nonlinear static analysis of three-dimensional cable stayed bridges is performed for the time dependent materials properties such as creep, shrinkage and aging of concrete and relaxation of cable. Manavgat Cable-Stayed Bridge is selected as an application. The bridge located in Antalya, Turkey, was constructed with balanced cantilever construction method. Total length of the bridge is 202 m. The bridge consists of one $\ddot{e}$ shape steel tower. The tower is at the middle of the bridge span. The construction stages and 3D finite element model of bridge are modeled with SAP2000. Large displacement occurs in these types of bridges so geometric nonlinearity is taken into consideration in the analysis by using P-Delta plus large displacement criterion. The time dependent material strength and geometric variations are included in the analysis. Two different finite element analyses carried out which are evaluated with and without construction stages and results are compared with each other. As a result of these analyses, variation of internal forces such as bending moment, axial forces and shear forces for bridge tower and displacement and bending moment for bridge deck are given with detailed. It is seen that construction stage analysis has a remarkable effect on the structural behavior of the bridge.

• 한국건설관리학회논문집
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• 제10권3호
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• pp.32-41
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• 2009

건설사업관리 업무를 수행하는데 있어 설계이전단계인 사업기획단계, 기본설계 및 실시설계단계가 시공단계보다 중요한 비중을 차지하고 있다. 그러나 건설기술관리법상 건설사업관리 대가 기준으로 본 인력투입기준은 설계이전단계의 중요성을 고려하지 않고 있는 실정이다. 이러한 현실적 상황에 따라 본 연구에서는 건설사업관리 업무의 설계이전단계 인력투입 적정성을 분석하여 개선방안을 제시하는 것을 목적으로 건기법의 용역대가기준과 건설사업관리 용역 4곳의 현장을 비교 분석 하였다. 연구결과 사업수행에 있어 개선된 인력투입의 적정성 분석은 다음과 같이 나타났다. 1)실제 건설사업관리 용역의 단계별 대가평균기준의 인력투입현황을 사업기획단계 신설(6.6%), 기본설계단계(3.9%$\rightarrow$5.6%), 실시설계단계(7.6%$\rightarrow$13.5%), 시공단계(88.5%$\rightarrow$64.0%), 유지관리단계 신설(10.3%)로 제안하였다. 제안된 대가평균기준을 총공사비 기준으로 분류하여 개선후의 요율과 단계별로 산정하여 제시하였다. 2) 건설기술관리법 기준인 3단계기준을 사업기획단계, 유지관리단계를 포함하여 단계별 업무를 구분하여 5단계로 제시하였다. 이와 같은 결과는 건설사업관리 용역현장의 대가 표준 산정이 현실적이고 탄력적으로 운용되고 단계별 인력투입에 대한 제도개선이 현실적으로 이루어져야하는 것으로 볼 수 있다.

• 국제학술발표논문집
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• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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• pp.46-51
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• 2011

High-rise buildings are widely being constructed in the Middle-East, South-East, and East Asia. These buildings are usually willing to stand for the landmark of the region and, therefore, exhibit some extraordinary features such as super-tall height, elevation set-backs, overhangs, or free-form exterior surface, all of which makes the construction difficult, complex, and even unsafe at some construction stages. In addition to the elaborately planned construction sequence, prediction and monitoring of building's movement during construction and after completion are required for precise and safe construction. This is often called the Building Movement Control during construction. This study describes Building Movement Control of the KLCC Tower, a 58-story office building currently being built right next to the famous PETRONAS Twin Towers. The main items of the Building Movement Control for the KLCC Tower are axial shortening and verticality. Preliminary prediction of these items are already carried out by the structural design team but more accurate prediction based on construction stage analysis and combined with time-dependent material testing, field monitoring, and site survey is done by the main contractor. As of September 2010, the Tower is under construction at level 30, where the plan abruptly changes from rectangle to triangle. Findings and troubleshooting until the current construction stage are explained in detail and implementations are suggested for future applications.

• 국제학술발표논문집
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• The 2th International Conference on Construction Engineering and Project Management
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• pp.635-641
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• 2007

The construction starts its business by receiving the order from client and owner. The client presents requirements and related information so that the desired result can come out while the designer and the builder express and implement the building according to set objectives and goals of project based on information on project environment and presented requirements. Because the construction project makes decisions on such objectives at its early stage and previous stage becomes the situation for decision making of next stage as the computation to implement decisions get performed. Accordingly, this study has mentioned necessity of requirement analysis and systematization of construction project, analyzed the work of construction's early stage and resented a plan for objective of construction project requirement definition model in which requirements engineering has been applied and using it while making decisions on designing.

• 한국실내디자인학회논문집
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• 제15권1호
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• pp.121-130
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• 2006

The key role of performance facilities is to provide the stage shape and stage system suitable for the purpose and the property of public performance. The purpose of this study is to draw comparison analysis about the stage construction and stage machine system of the specialty theater or the multiple purpose performance facilities. The progress of the research is as followings. 1. Investigation into literature and catching on physical composition in the performing facilities, 2. Analysis of the stage organization, items of performance, construction form of stage machine systems, conversion system of the analysis samples, 3. A suggestion of the standard model of stage by each scales, through the such continuous analysis. And it was founded that the relation of stage composition, production type, stage system and distribution, and also the basic data between each elements. On the basis of the results, this study proposes the data and the application methods in domestic performance space when we are setting up the plan of performance facilities.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.2921-2927
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• 2011

Modal Shift from road to rail has been adapted in several countries as one of effective ways of reducing $CO_2$ emissions caused by transport. Generally, effect analysis of $CO_2$ reduction toward modal shift is calculated mainly from use stage and less consideration from other stages of life cycle, even though, in some case of modal shift needs that new line construction or new vehicle manufacturing. In this study, modal shift effect analysis is performed with considering construction, manufacturing vehicle and use stage. As a result we can get total $CO_2$ reduction effect using life cycle thinking and check the necessity of including other life cycle stage not only considering use stage. In conclusion, there is no $CO_2$ reduction effect if the reduction amount of $CO_2$ in use stage is not bigger than allocated annual amount of $CO_2$ in construction and manufacturing vehicle stage. According to this fact, analysing $CO_2$ reduction effect of Modal Shift should be considered not only the use stage.

• 대한토목학회논문집
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• 제30권3A호
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• pp.277-286
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• 2010

케이블을 이용하여 장경간을 필요로 하는 교량의 시공은 일반적으로 불완전 한 구조계인 교량의 선단에 데릭 혹은 무한궤도 크레인을 설치하여 수상 및 육상으로 이송되는 교량 상판을 리프팅하여 시공하게 된다. 이와 같은 경우 일차적으로 과도한 크레인의 자중으로 인하여 불완전한 구조계에 결함을 발생시킬 수 있으며, 또한 하부 수송으로 인한 추가 비용 및 공기를 소요하게 된다. 본 연구에서는 이러한 기존 시공방법을 개선하고자 개발된 교량 일 측에 편중 가능하고, 가동 붐을 설치하여 후방 이송 자재를 시공 지점으로 운반, 가설이 가능한 데릭 크레인의 시공 단계를 정의하여 수치해석을 수행하였다. 데릭 크레인의 하중 재하 점을 고정부 4점으로 단순화하였으며, 가동 붐의 수직/수평 회전 범위를 고려하여 반력을 산정하였다. 또한 크레인의 '휴지' 및 '작업 중'의 단계로 나누어 가동 붐 및 강형, PC Slab에 의하여 발생하는 휨 모멘트를 시공단계에 반영하였다. 본 연구에 고려된 데릭 크레인은 접속교를 통한 육상 작업으로 시공 기간 및 비용을 줄일 수 있으며, 크레인 자체의 작은 중량으로 시공 중 재하 하중 감소를 꾀할 수 있다.