• 산업경영시스템학회지
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• 제37권3호
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• pp.16-23
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• 2014

Most of metal cutting and processing companies are going through the difficulties such as frequent downtime and high failure rates by missing times to replace parts of CNC equipment. The reason is that the correct operation times of expensive CNC equipment can't be calculated. In this paper, to solve this problem, we try to construct the intelligent production information system for a case company and analyze its expected effects. The effects are as follows. First, it saves money about 3 million won each year during the useful life of three years by reducing downtime and failure rates, and increasing production rates etc. Second, it makes easily find and fix the cause of faulty through traceability of the production process, and enables to perform a systematic facility management through the calculation of reliable equipment's overall efficiency. This case can be easily applied in similar industries, and will contribute greatly to enhancing the competitiveness of related industries.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 춘계 학술논문 발표대회
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• pp.7-10
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• 2008

As the land price in the downtown area increases, buildings are becoming bigger, deeper and higher. Consequently, the importance of underground construction has increased. Although construction engineers make every effort to complete underground construction without any problem, construction failures like landslides and the collapse of a retaining wall occur because of the uncertainty of the soil conditions as well as the unexpected risks of excavation work. In order to prevent potential excavation accidents, it is essential to understand the causes and impacts of such accidents. However, there are only a few examples of construction failures, which show the economic impact on accidents during excavation because of the sensibility of the information. This paper presents two cases of excavation accidents, which were investigated by construction insurance company. The compensation for the accidents paid by the insurance company was compared with the estimated costs calculated based on the estimation method for excavation accidents proposed by our previous study. The comparison results showed that the estimate calculated by our method was much less than the actual compensation because the estimate solely focused on the construction costs whereas the compensation included other external factors.

• Structural Engineering and Mechanics
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• 제39권1호
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• pp.125-145
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• 2011

Pushover analysis has gained significant popularity as an analytical tool for realistic determination of the inelastic behaviour of RC structures. Though significant work has been done to evaluate the demands realistically, the evaluation of capacity and realistic failure modes has taken a back seat. In order to throw light on the inelastic behaviour and capacity evaluation for the RC framed structures, a 3D Reinforced concrete frame structure was tested under monotonically increasing lateral pushover loads, in a parabolic pattern, till failure. The structure consisted of three storeys and had 2 bays along the two orthogonal directions. The structure was gradually pushed in small increments of load and the corresponding displacements were monitored continuously, leading to a pushover curve for the structure as a result of the test along with other relevant information such as strains on reinforcement bars at critical locations, failure modes etc. The major failure modes were observed as flexural failure of beams and columns, torsional failure of transverse beams and joint shear failure. The analysis of the structure was by considering all these failure modes. In order to have a comparison, the analysis was performed as three different cases. In one case, only the flexural hinges were modelled for critical locations in beams and columns; in second the torsional hinges for transverse beams were included in the analysis and in the third case, joint shear hinges were also included in the analysis. It is shown that modelling and capturing all the failure modes is practically possible and such an analysis can provide the realistic insight into the behaviour of the structure.

• 한국건설관리학회논문집
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• 제18권4호
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• pp.48-56
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• 2017

건설사업은 목적물의 특성, 사업규모, 계약방식 등에 따라 다양한 사업주체가 참여하고 그로인해 복잡한 의사소통 구조를 가지고 있기 때문에 이해관계의 대립으로 인한 클레임 및 분쟁이 지속적으로 발생하고 있다. 그런데 분쟁의 사례를 살펴보면 상당수가 시공사와 발주자 사이에서 발생하고, 발주자의 우월적 지위에 따른 불공정 관행이 원인이 되어 분쟁이 제기되고 있다. 이에 본 연구는 상대적으로 계약적 약자인 시공사를 정보 활용 주체로 설정하고 대한상사중재원의 중재판정 사례를 바탕으로 분쟁 발생 유형 및 원인별 분석뿐만 아니라 보상비용 등에 관한 분석을 수행하여 시공사의 분쟁에 따른 시간적, 경제적 손실을 최소화하고자 하였다. 이를 통해 공사 수행 중 발생 가능한 분쟁 대응전략을 수립하는데 도움을 줌으로 써 원활한 합의 유도 및 공사의 완성도를 높이는데 기여할 수 있을 것으로 기대한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.191-198
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• 2001

Present status of railroad slopes through the field investigation in 26 selected slopes and/or rockfall at risk was grasped. From the evaluation of field data, main characteristics of railroad slopes are that 1) the possibility of failure by rockfall is high, 2) the Possibility of failure by slope itself is low and 3) rockfall's risk at the in and out part of tunnel is especially high. To maintain the railroad slopes systematically and reasonably, it is necessary to make and to use the database of slopes information along the railroad. Furthermore, through the construction of basic slopes' information, maintenance system of railroad slopes was developed in connection with IR-DiPS(Intelligent Railroad - Disaster Prevention System) in the future.

• 한국재난정보학회 논문집
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• 제12권2호
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• pp.176-180
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• 2016

The full extent of damage depend greatly on the quick and rational decision making by the incident commander soon after the disaster. The decision that everybody should wait by the captain, not to enter into the ship by the first dispatched incident commander, broadcasting failure have brought about a huge loss of life at Sewol cruise ship incident. Thus this study reviews the training and education system supporting the rational crisis decision making performed by the incident commander to cut off the expansion of disaster which is caused by the failure of the incident situation awareness and the decision making described above.

• 한국건설관리학회논문집
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• 제19권4호
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• pp.70-81
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• 2018

건설 산업에서의 클레임은 프로젝트 수익성에 심각한 영향을 미칠 수 있으며 적절한 예방 조치를 취하지 않으면 프로젝트의 실패를 야기할 수 있다. 프로젝트 실행 과정에서 잠재적인 클레임 및 분쟁을 적절하게 예방하고 대응하기 위해서는 체계적이고 지속적인 정보의 축적과 주요 작업에 대한 역할 및 책임에 대한 명확한 정의가 필요하다. 이러한 필요성을 바탕으로 본 연구는 건설프로젝트 정보관리시스템(PMIS)을 개발하고 검증한다. 개발된 시스템은 일정, 비용, PM/CM, 설계, 협업, 클레임과 같은 관리 모듈이 포함되며 개발된 시스템을 검증하기 위해 실제 프로젝트 사례에 적용하였다. 적용 결과는 건축 클레임에 특화된 정보시스템이 더욱 사용자의 친숙도를 고려하여 개발되어야 함과 발주자와 계약자 모두가 정보관리시스템을 사용할 때 더욱 효과적이라는 것을 보여준다.

• 한국건설관리학회논문집
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• 제3권1호
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• pp.65-73
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• 2002

건설산업의 특성상 엔지니어링 등 소프트웨어 부문은 지식이 곧 기업의 경쟁력을 좌우하기 때문에 철저한 보안 강화로 지식의 소재조차 불분명한 상황이며, 건설현장의 지식은 프로젝트의 종료와 함께 사장되어 가는 현실에 직면해 있다. 이 연구의 목적은 지식경영을 추진하고 있는 기존 업체의 지식관리 학습모델을 고찰하여 이를 근간으로 새로운 모델을 개발하고 건설업체에 적용하는 시나리오를 설정하는 것이다 이를 토대로 사장되어 가는 건설현장 지식을 유통시켜, 건설산업의 전반적인 수준 향상을 도모하고자 한다. 이에 지식관리와 관련한 선행 연구를 분석하여, EIP, EDMS, 지식 및 실패사례관리, CoP, e-Learning으로 구성되는 건설분야의 지식관리 학습모델을 개발하였다.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1324-1327
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• 2009

Social infrastructure is the basis of public welfare and should be recognized and managed as important assets. Bridge is one of the most important infrastructures to be managed systematically because the impact of the failure is critical. It is essential to monitor the performance of bridges in order to manage them as an asset. But current analytical methods such as predictive modeling and structural analysis are very complicated and difficult to use in practice. To apply these methods, structural and material condition data collection should be performed in each element of bridge. But it is difficult to collect these detailed data in large numbers and various kinds of bridges. Therefore, it is necessary to collect data of major measurement items and predict the life of bridges roughly with advanced information technologies. When certain measurement items reach predefined limits in the monitoring bridges, precise performance measurement will be done by detailed site measurement. This paper describes the selection of major measurement items that can represent the tendency of bridge life and introduces automated bridge data collection test-bed using wireless sensor network technology. The following will be major parts of this paper: 1) Examining the features of conventional bridge management system and data collection method 2) Mileage concept as a bridge life indicator and measuring method of the indicator 3) Test-bed of automated and real-time based bridge life indicator monitoring system using wireless sensor network

• 한국재난정보학회 논문집
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• 제9권4호
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• pp.400-412
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• 2013

CFT 구조는 내부의 콘크리트와 강관의 합성거동을 위한 전단연결재를 필요로 한다. 하지만, 현행 설계기준에서는 통상적으로 무근콘크리트로 채워지는 CFT 구조에 적용할 수 있는 전단연결재에 대한 설계기준을 제시하고 있지 않다. 본 연구는 강-콘크리트 합성구조에 널리 사용되는 스터드 전단연결재를 CFT 구조에 적용하기 위한 설계기준 즉, CFT 구조에 적용된 스터드 전단연결재의 전단강도를 제안하기 위한 연구의 일환으로 수행되었다. 본 연구에서는 CFT 구조에 적용된 스터드의 전단강도를 결정하는 주된 파괴모드를 검토하기 위하여 무근콘크리트를 적용한 직접전단실험체를 이용하여 실험을 수행하고 파괴모드를 분석하기 위한 유한요소해석을 실시하였다. 직접전단실험 및 유한요소해석결과로부터 CFT 구조에 적용된 스터드 전단연결재의 주된 파괴모드는 콘크리트의 쪼갬파괴이며, 이러한 파괴모드로 인하여 철근콘크리트에 적용된 스터드에 비해 전단강도가 감소한다는 사실을 확인할 수 있었다.