• Steel and Composite Structures
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• 제17권4호
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• pp.405-429
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• 2014

In this paper, it is aimed to determine the structural behavior of suspension bridges considering construction stages and different soil conditions. Bosporus Suspension Bridge connecting the Europe and Asia in Istanbul is selected as an example. Finite element model of the bridge is constituted using SAP2000 program considering existing drawings. Geometric nonlinearities are taken into consideration in the analysis using P-Delta large displacement criterion. The time dependent material strength of steel and concrete and geometric variations is included in the analysis. Time dependent material properties are considered as compressive strength, aging, shrinkage and creep for concrete, and relaxation for steel. To emphases the soil condition effect on the structural behavior of suspension bridges, each of hard, medium and soft soils are considered in the analysis. The structural behavior of the bridge at different construction stages and different soil conditions has been examined. Two different finite element analyses with and without construction stages are carried out and results are compared with each other. At the end of the analyses, variation of the displacement and internal forces such as bending moment, axial forces and shear forces for bridge deck and towers are given in detail. Also, displacement and stresses for bridge foundation are given with detail. It can be seen from the analyses that there are some differences between both analyses (with and without construction stages) and the results obtained from the construction stages are bigger. It can be stated that the analysis without construction stages cannot give the reliable solutions. In addition, soil condition have effect on the structural behavior of the bridge. So, it is thought that construction stage analysis using time dependent material properties, geometric nonlinearity and soil conditions effects should be considered in order to obtain more realistic structural behavior of suspension bridges.

• Computers and Concrete
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• 제17권4호
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• pp.455-475
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• 2016

Dynamic characteristics, named as natural frequencies, damping ratios and mode shapes, affect the dynamic behavior of buildings and they vary depending on the construction stages. It is aimed to present the effects of construction stages on the dynamic characteristics of reinforced concrete (RC) buildings considering theoretical and experimental investigations. For this purpose, a three-storey RC building model with a 1/2 scale was constructed in the laboratory of Civil Engineering Department at Karadeniz Technical University. The modal testing measurements were performed by using Operational Modal Analysis (OMA) method for the bare frame, brick walled and coated cases of the building model. Randomly generated loads by impact hammer were used to vibrate the building model; the responses were measured by uni-axial seismic accelerometers as acceleration. The building's modal parameters at these construction stages were extracted from the processed signals using the Enhanced Frequency Domain Decomposition (EFDD) technique. Also, the finite element models of each case were developed and modal analyses were performed. It was observed from the experimental and theoretical investigations that the natural frequencies of the building model varied depending on the construction stages considerably.

• 건축역사연구
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• 제28권3호
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• pp.29-44
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• 2019

A major performance stage carpenter, Jang Insang led performance stages from the 1719 Sukjong Royal Banquet and was confirmed by historical records to be the first craftsman. Lee Wandeuk led the Hwaseong Fortress performance stages of the Jeongjo period and Gichuk Jinchan performance stages of the Sunjo period. The carpenter techniques he used during the Jeongjo period were succeeded to the Sunjo period. Ahn Sungil was the head craftsman who led the performance stages of Jagyeongjeon Jinjak, Muja Jinjak, and Gichuk Jinchan of the Sujo period, under which the foundation for court palace performances was laid. The progression of major carpenters includes Jang Insang of the Sukjong period, Jeon Yoochu of the Yeongjo period, Ahn Sugil of the Sunjo period, Yoon Seoksin of the Heonjong period, Kim Yoonsik of the Gojong period, Lee Jongyoon, Kim Soongil, Seo Sangmook, and Han Sujoon. In addition, the Major Repair of Injeongjeon Hall (1857) of the Cheoljong period was the most important palace construction project for transferring the carpenters' skills. Through this project, Ahn Sungil of the Sunjo period, Kim Myeonggap, Yoon Seoksin of the Heonjong period, Kwon Deuknyang, and Kim Sungil of the Gojong period were able to interact with each other. That is, this major repair project of Injeongjeon Hall reflected the major carpenters' best techniques through performance stage construction, showing the progression of Ahn Sungil, Yoon Seokshin, and Kim Sungil, who led the constructions of Gichuk Jinchan of the Sunjo period (1829), Mushin Jinchan of the Heonjong period (1848), and Jeonghae Jinchan of the Gojong period (1887), the most impressive performance stages of the late Joseon period. The carpenters of the court performance stages participated in important construction projects of the royal palace, reflecting the superior technical skills of the carpenters in the construction of court palace performance stages. The carpenters who played a leading role in the construction of performance stages were able to interact with one another and transfer their excellent technical skills, providing the driving force that allowed court performance stages to blossom into splendid and high-quality court stages in the late Joseon Dynasty.

• 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.

• 한국안전학회지
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• 제25권1호
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• pp.50-56
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• 2010

The safety accidents of domestic construction happened more than other industries is performed only under the construction stage. In the foreign countries, however, owners and designers play an important role on safety in an early stage. Therefore, numerous studies were carried out by getting rid of accident risks and institutionalizing prevention activities in an construction stages. Accordingly, this study have performed to deduce the pivotal point of safety management items classified by the subject suitable for construction by introducing of safety conception of domestic and international design and suggested the improvement methods of safety management plans of the planning design stage so as to perform more efficient safety management.

• Steel and Composite Structures
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• 제22권3호
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• pp.647-662
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• 2016

This study aims to monitor the variation of modal frequencies of steel buildings during their construction sequence. In this respect, construction of a steel building is followed by vibration based measurements. The monitored building is a three-story educational building within a building group whose structural system consists of steel moment resisting steel frames and eccentric braces. Five different acceleration measurements in two perpendicular directions are taken on five different construction stages, starting from the erection of the columns and beams ending with the completion of the construction. The recorded measurements are transferred into frequency domain and the dominant frequencies for each case have been determined. The change in the dominant frequencies is evaluated with the existing construction stages and performed constructional works between the stages. The last measurement, performed on the building in service, revealed the first two dominant frequencies as mutual in X and Y direction, showing that these dynamic modes are torsional modes. This result is investigated by numerical analysis performed with finite element model of the building constructed for design purpose. Lower frequencies and different mode shapes are determined from numerical analysis. The reason of lower frequencies is discussed and the vibration survey is extended to determine the effects of an adjacent building. The results showed that the building is in strong relation with an adjoining building in spite of a designed construction joint.

• 국제학술발표논문집
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• The 7th International Conference on Construction Engineering and Project Management Summit Forum on Sustainable Construction and Management
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• pp.260-262
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• 2017

During the construction of the project, all surveying and mapping work is collectively referred to as engineering survey. Therefore, the measurement work contains a wide range of content, in the engineering survey, design and construction management stage are involved. To the actual work, the project measurement runs through the project building in a number of stages, and provide basic services. This paper mainly through the analysis of engineering measurement at all stages of the role played by the measurement work in the project management work to do the following description.

• 대한환경공학회지
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• 제34권4호
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• pp.270-279
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• 2012

본 연구에서는 남극 장보고기지 건설 시 발생하는 온실가스 배출량을 자재생산단계와 시공단계로 구분하여 산정하였다. 또한, 시공단계의 배출원은 각각 해양수송과 내륙수송, 건설장비 사용, 건설캠프 운영으로 분류하여 온실가스 배출량을 구체적으로 산정하였다. 전과정평가 개념을 도입해 남극 장보고기지 건설에 투입되는 자재생산을 통해 배출되는 온실가스 배출량은 기지 건설에 따른 전체 온실가스 배출량의 23.8%에 해당하는 8,933 ton (as $CO_{2eq}$)으로 산정되었으며, 향후 남극 신규기지의 건설 시 자재생산을 통한 온실가스 배출이 반드시 고려해야 할 대상인 것으로 판단되었다. 남극 장보고기지 시공단계(총 2단계)에서의 온실가스 배출량은 1단계에 비해서 2단계에 비교적 많이 배출되었으며, 이는 2단계 때 수송화물선이 부산까지 회항하여 정박하므로 연료사용량이 증가하기 때문인 것으로 사료된다. 또한, 시공단계의 온실가스 배출원 가운데 해양수송이 내륙수송, 건설장비 사용 및 건설캠프 운영에 비해 다량의 온실가스를 배출하는 것으로 판명되었다. 남극 장보고기지 건설에 따른 자재생산단계와 시공단계를 통합한 전체 온실가스 배출량은 총 34,486 ton (as $CO_{2eq}$)으로 기존 남극기지 포괄적 환경영향평가(CEE)상에 제시된 온실가스 총배출량과 비교 시 다량의 온실가스가 배출되는 것으로 나타났다. 이는 기존 CEE상에 제시된 온실가스 배출량 산정 시 건설에 투입되는 자재생산을 통해 발생하는 온실가스 배출량 산정이 고려되지 않고, 단순히 자재수송 및 시공단계만을 고려하여 온실가스 배출량을 개략적으로 산정하였기 때문으로 판단된다.

• 정보기술응용연구
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• 제2권1호
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• pp.1-24
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• 2000

건설업에 있어서의 프로젝트 관리 즉, 사업 관리는 다른 분야에 비해 여러 가지 요인들로 인해 상대적으로 매우 높은 불확실성과 위험을 수반하게 되며, 이러한 불확실성과 위험으로 인해 건설업에서의 사업관리의 중요성이 매우 크게 인식되고 있다. 사업관리 단계에 있어 사업 정의 및 사업 계획 단계와 사업 설게 및 사업 수행 단계를 자동 또는 반자동적으로 동시에 일관성을 유지시킬 수 있는 체제의 확립이 절실하다고 판단되며, 이를 지원할 수 있는 지원시스템의 필요성이 부각되고 있다. 그러나 이들 초기 단계의 업무는 사업 설계 및 사업 수행 단계와 비교해 상대적으로 비정형적으며, 해당 기업의 축적된 노하우나 전문적 지식에 대한 의존성이 강함으로 인해 쉽게 시스템적 지원을 제공하는데 어려움을 가지고 있다. 특히 이러한 문제는 본 연구에서 대상으로 하고 있는 플랜트 건설 분야에서는 매우 두드러지게 나타나고 있다. 따라서 본 연구에서는 이러한 사업 관리 시스템과 연계될 수 있도록 할 수 있는 체계적 접근 방법을 제시하고 이를 구현함으로써 이상의 문제에 대한 하나의 해결 방법을 제시하고 있다. 이러한 해결 방안을 위한 주요 방법론으로서는 지식 기반 추론과 사례기반 추론 및 신경회로망 기법을 체택하고 있으며 덧붙여, 본 연구에서 개발된 사업 관리 전문가 시스템은 국내 굴지의 건설 회사의 열병 합발전소와 하수처리장 건설을 위한 실제 사업 관리 업무에 적용되어 그 성과를 경험적으로 검증하고 있다. 나아가 이러한 실제 적용 사례는 본 방법론 및 시스템이 다른 플랜트 건설 분야에서도 성공적으로 적용될 수 있으며, 따라서 플랜트 건설 분야에서의 사업 관리 업무의 질적 향상과 생산성의 제고에 기여할 수 있음을 시사하고 있다.

• 한국건설관리학회논문집
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• 제11권5호
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• pp.15-23
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• 2010

민간 건축사업은 국내 CM시장에서 중요한 비중을 차지하고 있으며, 시공이전단계 CM서비스는 성공적인 건설사업의 수행을 위해 매우 중요한 사안으로 인식되고 있다. 본 연구의 목적은 민간 건축 CM사업의 사례 분석을 통해 시공 이전단계 CM서비스 활용도를 분석하고 주요 특징을 도출하는데 있다. 시공이전단계를 설계이전단계, 설계단계, 입찰 계약단계로 구분하여 총 91개 CM서비스 항목에 대한 활용도를 분석한 결과를 토대로 주요 특징을 도출하였으며 공정관리와 사업비관리 서비스에 대한 수요나 활용도가 민간 건축 CM사업의 시공이전단계에서 높은 것으로 나타났다. 민간 건축사업 시공이전단계 특정한 민간 건축 CM사업의 시공이전단계 CM서비스 활용도를 이해하는 것은 발주자의 수요(needs)를 이해함과 동시에 CM기업이 어떠한 핵심적인 서비스를 강화해야하는 지에 대한 전략을 수립하는데 있어서 매우 중요한 과제이다.