• 한국환경복원기술학회지
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• 제12권6호
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• pp.63-75
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• 2009

This study carried out to analysis the characteristics of periodic changes of landscape facilities with the apartment sites in Cheongju City. The construction periods were divided into the introduction stage (the 1980s), the development stage (the 1990s), and the maturity stage (after 1999). As for the apartment sites constructed in the introduction stage (the 1980s), their landscape facilities were restricted to play and resting facilities. Some of them even were constructed without rest facilities. Since the focus was on the affluent supply of houses in the 1980s, they put a greater emphasis on quantity than quality. Entering the development stage in the 1990s, they started to pave the sidewalks and driveways separately within the apartment sites and build parking lots underground. After 1999, they entered the maturity stage, where the outside spaces of apartment sites began to reflect environment-friendly designs and the initiatives to improve residential environments. The major causes behind the introduction of high-grade materials in landscape facilities in the open spaces of apartment sites are the upgraded level of living standards and the diversified patterns of activities taking place in the open spaces. The environmental formative works were placed alongside waterscape spaces to create a beautiful and harmonious landscape.

• 한국강구조학회 논문집
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• 제24권3호
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• pp.301-312
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• 2012

본 연구에서는 가상건설시스템 개발 연구를 통해 구축된 BIM 기반 구조설계 프로세스와 개발 시스템을 적용하여 오피스 건물을 대상으로 사례 연구를 수행하였으며, 그 결과로부터 프로세스 및 개발 시스템의 적용에 따른 업무의 생산성과 경제성을 평가하였다. 사례 연구는 강구조를 주요 대상으로 하여, 구조해석모델 및 기본설계도서를 시작으로 기본실시모델과, 실시구조모델의 생성을 단계적으로 수행하였으며, 완성된 실시구조모델을 IFC를 이용하여 통합모델을 구축하여 다양한 BIM 설계도구와의 상호운용성을 검토하였다. BIM 프로세스를 구축하여 업무환경을 효율적으로 개선할 수 있었고, 접합부 모델링 자동화로 업무의 생산성을 향상시킬 수 있었다.

• KIEAE Journal
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• 제17권1호
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• pp.5-13
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• 2017

Purpose: This study, by comprehensively the characteristics of new Hanok application techniques with the proposed site application technology in the course of the design changes that have been accumulated through Hanok technology development the second stage business, by analyzing the range of reflection, new Considering the direction reflects the efficiency of the new Hanok application techniques. Method: new Hanok application technology, it was been established through research and development of large 1 new Hanok technology it has been proposed through the "site-specific application techniques" and 2 builders and designers "space-time proposed technique" Analysis of the case, at the center of the design changes, the land the body of laws and regulations, the requirements of the public buildings, compared to the construction method and the like for the reduction of construction costs, new Hanok applied technology in the process of change by it There was analyzed whether acceleration on the range and step which is reflected in the design Result: The result of new Hanok applied technology was built through the demonstration build business case, process another major technology, foundation, woodwork, walls, roof, has been reflected in the ceiling construction, the inclusion of items in the proposed technique of construction , it was applied to the main steps in general, except for other construction work landscaping. Application techniques and construction proposal technology research team has presented, show the difference between the scope and method. With significance effort to improve the unreasonable traditional methods of these core processes that can be reflected in the field repeated the construction proposed technique as a result of the utility that can be applied for substantial construction.

• 한국건설관리학회논문집
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• 제23권5호
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• pp.77-86
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• 2022

건설현장에서의 안전사고는 근로자의 생명을 앗아가는 중대한 사고로 이어질 수 있고, 정부차원에서 산업재해 감소를 위해 많은 노력을 기울이고 있는 만큼 건설현장에서 재해발생과 밀접한 관련이 있는 안전관리자의 역할이 중요해지고 있다. 하지만 현행 건설업 안전관리에 있어 안전관리자가 담당하는 업무량이 과도하게 많고, 효율적이지 못한 업무들로 인해 직무 스트레스가 많이 발생하고 있다. 따라서 업무내용의 개선 및 간소화가 필요한 실정이다. 본 연구의 주된 목적은 안전관리자 안전관리 단계의 업무들을 난이도와 예방효과에 대해 전문가 의견과 설문조사를 통해 2×2 Matrix 분석 기법을 활용해 비효율적인 업무의 간략화 및 개선이 필요한 업무들을 파악하고 개선방향을 제시함으로써, 궁극적으로 건설현장의 안전사고 발생을 줄이는 데 기여하고자 한다.

• 한국건설관리학회논문집
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• 제5권3호
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• pp.97-105
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• 2004

사업기획 및 타당성분석단계는 사업을 추진하는데 가장 큰 영향을 미치는 단계로써, 정확한 프로젝트 타당성 검토 수행은 프로젝트를 추진하는데 결정적인 기회를 제공해주므로 직관적인 접근방식보다는 객관적이고 정확한 방법의 제시가 요구되는 바이다. 사업타당성을 정확하게 분석하기 위하여 본 논문에서는 프로젝트 진행에 영향을 주는 리스크 인자를 식별하고 이 인자들을 성격별로 그룹화한다. 소규모 임대주택의 사례를 바탕으로 기존 방식인 금융부분의 프로젝트 타당성 분석을 실시한다. 위에서 식별된 리스크 인자들 중 금융부분을 포함하여 인자들간의 상관관계를 Influence Diagram으로 파악하여 리스크를 분석하고, 각 인자별의 중요도를 판별하기 위한 민감도 분석을 실시한다. 이와 같은 과정을 통하여, 기존의 프로젝트 타당성분석에서 사용하는 금융부분의 타당성분석 뿐만 아니라, 프로젝트 진행시에 나타나는 비정형적이고 주관적인 요소들을 리스크 인자로써 포함하여 분석할 수 있는 장점이 있다. 또한, 도출된 모든 리스크 인자를 정량화하여 객관적인 분석 및 의사결정을 할 수 있기 때문에 기존 방법보다 발전된 프로젝트 타당성 분석 방안을 본 논문에서 제시하였다.

• 드라이브 ㆍ 컨트롤
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• 제17권4호
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• pp.125-132
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• 2020

The objective of this study was to analyze the axle load of a rice transplanter when planting rice seedlings at different working load conditions to select a suitable gear stage and a constant planting depth for rice seedlings. In this study, there are four levels of planting distances (26, 35, 43, and 80 cm) and three planting depths (low, medium, and high) with two gear stages (1.3 and 1.7 m/s). Axle loads and required planting pressures were analyzed statistically. It was observed that axle torques were increased with increasing planting depths for both gear stages, meaning that axle torques were directly proportional to planting depths for both gear stages. It was also observed that required planting pressures had a significant difference between planting distances. Planting pressures also showed significant difference according to gear stage and planting depth. These results indicate that planting pressures were directly proportional to both gear stage and planting depth. Results revealed that the automatic depth control system of a rice transplanter could not guarantee a constant planting depth as supplied pressures were variable. This indicates that a control algorithm is needed to ensure a constant planting depth. In the future, a control algorithm will be developed for an automatic depth control system of a rice transplanter to improve its comprehensive performance and efficiency.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.290-297
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• 2000

A new form of construction utilizing structural steel as the boundary elements in ductile flexural concrete walls is proposed to solve the bar congestion problems associated with such a heavily reinforced region. Two wall specimens containing rectangular hollow structural sections(HSS) and channels at their ends respectively were constructed rectangular hollow structural sections(HSS) and channels ar their ends respectively were constructed and tested under reversed cyclic loading to evaluate the construction process as well as the structural performance. One companion standard reinforced concrete wall specimen was also tested for the comparison purpose At an Initial stage all three specimens were carefully detailed to have the approximately same flexural capacity. Analysis and comparison of test results indicated that the reversed cyclic responses of the three walls showed similar hysteretic properties but in those with steel boundaries local bucking of the corresponding steel elements following significant yielding of structural steel was prominent. Design procedures considering local instability of the structural steel elements and the interaction between steel chord and concrete web members in such composite walls are presented.

• 산업경영시스템학회지
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• 제36권4호
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• pp.45-58
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• 2013

Korean local governments have been planning for u-City construction with great efforts. Such efforts are needed in order to reflect the urban characteristics of each city, to promote local economic growth, and to have a sustainable operation model. Thus it is critical at an earlier stage to set a strategic direction based on urban environment analysis, which will lead to a feasible implementation of u-City. This paper derives issues and suggests improvement methods based on a case study on the USPs (u-City Strategy Planning's) of ten local governments. It is expected that the improvement methods will greatly reduce risks involved in u-City construction and contribute to better provided local-specific u-services.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.680-688
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• 2008

On behalf of hazard mitigation, cases of investigation methods on levee are described. In general, failures of levee are caused by piping, water leakage through ground under the levee in Kimpo, Ilsan etc. Several phenomena against levees should be protected through consideration of analysis and quality control stage during construction. In this paper, protection methods against failures should be investigated by case studies.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.162-163
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• 2014

Operation and maintenance stage consists the largest portion of project life cycle cost. Appropriate management and analysis of such stages have massive effect on the total project cost. The effective prediction of optimized repair period is one of main factors in ㅌ management. However, it has been analyzed that the prediction of appropriate repair period revealed limitations in reliability. Therefore, this study suggests a methodology of repair period prediction by dividing finished projects into similar groups with same properties to be compared with the target project using quantitative variables.