• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.62-67
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• 2007

The research team for the virtual construction development was established with the support of Korea Ministry of Construction and Transportation, and KICTEP (Korea Institute of Construction and Transportation Technology Evaluation and Planning). Its aims are to develop system that is to improve productivity & quality, to create a higher value-added business, and to cultivate international competitiveness in the construction industry. The virtual construction system is a design, engineering, and construction management information system that allows the project participants to effectively share the information throughout the construction life cycle with the support of 3D and design information. To achieve this, the research team focuses on developing several systems. First, the team focuses on developing for the pre-planning, the structural engineering, MEP, and the 3D based estimation system. Second, they focus on developing a simulation system for the construction process planning and feasibility study with help of the virtual reality technologies. Third, they focus on developing the CPLM (Construction Project Life-cycle Management) system for managing construction project data, and the decision support system that makes the collaboration among the project participants based on 3D technologies and information. We also focus on developing the SDAI (Standard Data Access Interface), the localized guideline for 3D design, and a training program. In addition, we focus on developing the undeveloped area of the commercial system and building an environment that can support the communication and collaboration in the construction life-cycle rather than developing the existing and commercialized system.

• 동력기계공학회지
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• 제18권6호
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• pp.180-185
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• 2014

Due to the larger and high-speed vessels recently constructed, output and speed of the engines for propulsion or power generation is increasing. These high-power and high-speed engine of the ship is becoming as a major contributor causing excessive noise and vibration. Other fittings as well as equipment installed on board, it makes equipment failure or other defect by resonance. This causes a lot of M/H(Man Hour) for repairs and the reliability of the company is invading even be negative because the clients give much comment. Thus, it's being studied for any fittings installed on board to maintain the safe operation and to prevent any problem during the performance in any operating conditions. In this study, it was investigated to solve these problems for the supports of the various fittings for easy installation-related support that each type of intensity and shape and manufacturing method using structural analysis program(DNV Nauticus Hull 3D Beam). Namely, it would be applied to the very large crude carriers in consideration of mechanics of materials of the support equipment by providing the fact that dynamics analysis of the structural characteristics of the equipment and the support of the production installation is easy and productivity can be high standards for geometry and thereby to simplify the analysis task to design changes at the same time and to minimize the reinforcement for the supports.

• 디지털융복합연구
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• 제17권7호
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• pp.15-26
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• 2019

개인주의 확대 및 가족관계 해체 등으로 1인 가구는 계속 증가하는 추세이다. 이에 본 연구는 1인 가구를 위한 사회 복지 정책을 수립하고 시행하는데 의미 있는 시사를 제공하고자, 1인 가구의 사회적 참여와 사회적 지지가 그들의 삶의 질에 미치는 영향력에 대한 구조적 관계를 살펴보았다. 이를 위해 국내 1인 가구 547명을 대상으로 온라인 설문조사를 진행했으며, 분석 방법으로는 빈도분석, 신뢰도분석, 상관분석과 구조방정식모형분석을 실시했다. 분석 결과 세변수 간의 정적상관관계를 확인할 수 있었으며, 사회적 참여가 삶의 질에 주는 직접효과와 간접효과 모두 유의했고, 사회적 지지는 사회적 참여와 삶의 질 간의 관계를 부분 매개하는 것을 확인했다. 따라서 1인 가구의 삶의 질 향상을 위해서는 1인 가구의 사회적 참여를 보다 활성화하여 그들의 사회적 지지를 보다 공고해 나갈 수 있는 복지정책 혹은 시스템 마련이 필요하다. 후속연구로 이를 구체적으로 실현할 수 있는 방안에 대한 보다 깊이 있는 질적 연구가 진행되어야 할 것이다.

• 한국CDE학회논문집
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• 제17권2호
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• pp.123-131
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• 2012

The requirements for computational resources to perform the structural analysis are increasing rapidly. The size of the current analysis problems that are required from practical industry is typically large-scale with more than millions degrees of freedom (DOFs). These large-scale analysis problems result in the requirements of high-performance analysis codes as well as hardware systems such as supercomputer systems or cluster systems. In this paper, the pre- and post-processing system for supercomputing based large-scale structural analysis is presented. The proposed system has 3-tier architecture and three main components; geometry viewer, pre-/post-processor and supercomputing manager. To analyze large-scale problems, the ADVENTURE solid solver was adopted as a general-purpose finite element solver and the supercomputer named 'tachyon' was adopted as a parallel computational platform. The problem solving performance and scalability of this structural analysis system is demonstrated by illustrative examples with different sizes of degrees of freedom.

• 한국구조물진단유지관리공학회 논문집
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• 제16권6호
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• pp.45-55
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• 2012

가로등은 도로이용자가 안전하게 통행하기 위한 도로의 필수 시설물이지만 가로등은 도로의 부속 전기장치로 취급되어 왔다. 이러한 잘못된 인식 때문에 풍하중과 이에 대한 구조거동에 대한 연구들이 부족하여 풍하중에 충분한 안전성을 확보하지 못함에 따라 태풍 시 많은 가로등이 전도 또는 파손되는 실정이다. 본 연구에서는 가로등 안전성을 기반으로 한 기존의 설계기준을 비교 검토하여 가로등주의 설치 여건에 적합한 개선된 설계기준을 제시하였으며, 이를 바탕으로 전도의 원인이 되는 점검구의 응력집중 현상을 분석하고 응력 저감 방안을 검토하였다.

• Structural Engineering and Mechanics
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• 제36권5호
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• pp.599-624
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• 2010

Offshore wind turbines are relatively complex structural and mechanical systems located in a highly demanding environment. In the present paper the fundamental aspects and the major issues related to the design of these special structures are outlined. Particularly, a systemic approach is proposed for a global design of such structures, in order to handle coherently their different parts: the decomposition of these structural systems, the required performance and the acting loads are all considered under this philosophy. According to this strategy, a proper numerical modeling requires the adoption of a suitable technique in order to organize the qualitative and quantitative assessments in various sub-problems, which can be solved by means of sub-models at different levels of detail, for both structural behavior and loads simulation. Specifically, numerical models are developed to assess the safety performances under aerodynamic and hydrodynamic actions. In order to face the problems of the actual design of a wind farm in the Mediterranean Sea, in this paper, three schemes of turbines support structures have been considered and compared: the mono pile, the tripod and the jacket support structure typologies.

• 한국구조물진단유지관리공학회 논문집
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• 제25권2호
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• pp.66-73
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• 2021

유공 강재보에 대한 기존연구는 개구부의 위치가 강재보의 지지점까지의 이격이 보 단면 높이 이상인 경우가 다수이다. 유공 강재보의 개구부를 사용하는 덕트 및 배관 등의 설비시설의 배치를 고려할 때, 개구부는 강재보 지지점까지 이격이 보 단면 높이보다 가까운 경우가 있으므로 이에 대한 연구의 필요성이 대두된다. 본 연구는 지지점에 근접하게 개구부가 설치된 유공 강재보에 반복하중 가력에 따른 구조성능을 파악하는 실험연구이다. 또한 유공 강재보에 수직·수평 강판을 이용한 개구부 보강에 대하여 실험을 통하여 보강성능을 파악하고자 한다.

• 대한간호학회지
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• 제42권1호
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• pp.105-115
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• 2012

Purpose: This study was done to propose a structural model to explain and predict psychosocial adjustment in patients with early breast cancer and to test the model. The model was based on the Stress-Coping Model of Lazarus and Folkman (1984). Methods: Data were collected from February 18 to March 18, 2009. For data analysis, 198 data sets were analyzed using SPSS/WIN12 and AMOS 7.0 version. Results: Social support, uncertainty, symptom experience, and coping had statistically significant direct, indirect and total effects on psychosocial adjustment, and optimism had significant indirect and total effects on psychosocial adjustment. These variables explained 57% of total variance of the psychosocial adjustment in patients with early breast cancer. Conclusion: The results of the study indicate a need to enhance psychosocial adjustment of patients with early breast cancer by providing detailed structured information and various symptom alleviation programs to reduce perceived stresses such as uncertainty and symptom experience. They also suggest the need to establish support systems through participation of medical personnel and families in such programs, and to apply interventions strengthening coping methods to give the patients positive and optimistic beliefs.

• 한국안전학회지
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• 제23권4호
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• pp.67-71
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• 2008

Formwork is a temporary structure that supports its weight and that of fresh concrete as well as construction live loads. Slab formwork consists of sheathing, stringer, hanger and shore. In construction site, pipe supports are usually used as shores which are consisted of the slab formwork. In this study, compressive strength of 80 pipe supports was measured by knife edge test and plate test. Buckling load of pipe supports was analyzed by structural analysis program(MlDAS). Theoretical buckling load with/without initial deformation was got by theoretical analysis. According to these results, buckling load which was analyzed by structural analysis program(MlDAS) was larger than compressive strength of knife edge test and plate test. Theoretical buckling load without initial deformation was larger than compressive strength of knife edge test and plate test. But Theoretical buckling load with initial deformation was lower than compressive strength of knife edge test and plate test. Initial deformation equation for test method according to the pipe support length was suggested. Therefore, the present study results will be used to design the slab formwork safely.

• Computers and Concrete
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• 제20권5호
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• pp.555-562
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• 2017

The accuracy and integrity of stress data acquired by bridge heath monitoring system is of significant importance for bridge safety assessment. However, the missing and abnormal data are inevitably existed in a realistic monitoring system. This paper presents a data reconstruction approach for bridge heath monitoring based on the wavelet multi-resolution analysis and support vector machine (SVM). The proposed method has been applied for data imputation based on the recorded data by the structural health monitoring (SHM) system instrumented on a prestressed concrete cable-stayed bridge. The effectiveness and accuracy of the proposed wavelet-based SVM prediction method is examined by comparing with the traditional autoregression moving average (ARMA) method and SVM prediction method without wavelet multi-resolution analysis in accordance with the prediction errors. The data reconstruction analysis based on 5-day and 1-day continuous stress history data with obvious preternatural signals is performed to examine the effect of sample size on the accuracy of data reconstruction. The results indicate that the proposed data reconstruction approach based on wavelet multi-resolution analysis and SVM is an effective tool for missing data imputation or preternatural signal replacement, which can serve as a solid foundation for the purpose of accurately evaluating the safety of bridge structures.