• 한국지반신소재학회논문집
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• 제23권2호
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• pp.1-7
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• 2024

대절토사면 안정성 확보를 위한 보강공법에 대한 다양한 신기술, 신공법이 적용되고 있지만 현장 지반정수 고려에 대한 설계적 한계가 존재하여 실제 시공 시 설계와 현장 지반 조건이 상이한 결과가 발생하고 있다. 본 연구대상지역인 여수시 일원에 있는 옹벽의 경우 5단계 옹벽 시공예정중이나, 현재 2단계 시공완료 시점에서 옹벽 상부의 균열, 옹벽전면의 침하 및 우수 유출등이 확인되었다. 1, 2단계 옹벽 시공 완료후, 발생된 옹벽 상부의 균열 및 침하와 옹벽 전면의 우수 유출에 대한 문제점을 발견하고 기존 안정성 검토의 결과를 재검토하고자 하였다. 기존 설계단계에서 붕적층에 대한 명확한 검토가 이루어지지 않아 지하수 유출로 인한 문제임을 확인하였으며, 이에 지하수위 조건을 보수적으로 반영하고자 옹벽 최상부에 지하수위선을 위치시켜 사면에 대한 안정성검토를 수행하였다. 검토결과, 우기시 안전율은 1.31로 기준안전율 1.3을 상회하는 결과를 확인하였으나, 지진시 안전율이 1.12로 기준안전율 1.3을 만족하지 못하는 것으로 확인되었다. 이에 기존 1, 2단 시공된 옹벽은 그라우팅을 이용한 마이크로 파일과 같은 보강공법을 적용하고, 붕적층에 대한 명확한 검토 수행수 추가 공사가 이루어져야할 것으로 사료된다.

• Structural Engineering and Mechanics
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• 제49권2호
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• pp.163-182
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• 2014

Safety factors proposed in codes CEB, B.A.E.L 91 and EUROCODE 1 cover a great number of uncertainties; making them inadequate for the assessment of existing structures. Suitable safety factors are established using a probabilistic assessment, once real dimensions, materials strength and existing structures deterioration mechanisms are taken into account. This paper presents a calibration method for safety factors using a typical set of RC bridges in France. It considers the principal stages of corrosion provoked by $CO_2$ and $Cl^-$ penetration and threshold indexes (${\beta}_0$) for existing structures. Reliability indexes are determined by the FORM method in the calibration method.

• 대한안전경영과학회지
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• 제16권2호
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• pp.63-70
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• 2014

As preventive measures have received tremendous attention to prevent any possible accident in advance, many work places have introduced safety and health management systems. However despite of this government's effort, the industrial accident rate of small-scale businesses with less than 50 employees does not decline, which is mainly because the projects are not differentiated according to the risk level of individual business. To evaluate the risk level of small-scale businesses with less than 50 employees and then establish effective safety and health management systems according to the risk level, this study has conducted the following processes. The small-scale businesses with less than 50 employees were evaluated through accident type, and potential accident risk factor was evaluated through location, business type, and business size. The results of this analysis are expected to make contribution to improving the effectiveness of the safety and health management supports to small-scale businesses with less than 50 employees.

• 산업경영시스템학회지
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• 제32권4호
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• pp.101-106
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• 2009

The unsafe act and unsafe condition is due to human error that experience 80% of safety accidents. Accordingly, one of the most important issues to reduce industrial accidents as a whole, is how to reduce the accident rate by the human error. Therefore, this paper describes the development of quantitative risk assessment (QRA) model by ergonomics for reform of safety consciousness on the semiconductor industry. Unconsciousness, disregard, ignorance, recklessness, and stress among the human factors are selected for conscious reform. Finally, the QRA model is efficiently expected to contribute towards improving continuous self-safety and health and safety culture campaign in order to prevent industrial accidents.

• 한국건설관리학회논문집
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• 제23권4호
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• pp.15-25
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• 2022

건설산업의 중대재해 발생률 및 사망률이 가장 높아짐에 따라 이를 감축하기 위해 국내에서도 다양한 노력을 기울이고 있다. 그 중 위험성 평가는 시공단계 위험요소를 평가하고 재해 감소대책을 위한 자료로 활용되고 있다. 그러나 기존의 위험성 평가는 수행자의 주관이 개입되며 국내 건설현장에 취약한 측면이 있다. 본 연구는 위험성 평가 분야에 BIM을 활용하여 정량적으로 위험요소를 도출함으로써 리스크를 조기 식별하고 사전제거하는 것을 목표로 위험성 평가를 위한 DB 분류체계를 구축하였으며 BIM을 활용한 위험성 평가의 방법론을 제시한다. 이를 통해 리스크의 사전 제거로 시공 작업자의 안전성을 증대시키고 안전관리 분야의 추가비용을 절감한다. 또한, 신규 공법에도 적용 가능하므로 프로젝트 참여자들의 이해도를 높이며 의사소통의 도구가 된다. 본 연구는 BIM을 기반으로 정량적인 위험도를 도출하는 프레임워크를 제안하는 연구로써, 향후 BIM을 활용한 위험성 평가 분야에 기반 기술로 활용될 것이다.

• 대한영양사협회학술지
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• 제22권1호
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• pp.13-25
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• 2016

This study was carried out to provide a basis for the development of a safety manual for kitchen accident prevention by identifying the safety situation and awareness through risk assessment of kitchen areas. The study was conducted in two phases. First, kitchen accidents and area risk assessment were investigated from February 2014 to September 2014, after which safety awareness of hospital foodservice employees was assessed in a survey. The results of this study were as followes. All of the respondents were women. The evaluation point of kitchen area risk assessment was reduced by 14%. After improvement, an initial score of 108 points decreased to 93 points. The number of accidents was also reduced by 78%; 14 accidents were decreased to three. The most common area of accidents was the kitchen area (58.8%), and burns was the most common accident (35.3%). Most of the employees deemed "enough staff" as the most major factor for good foodservice. "High indoor temperature and poor ventilation in the kitchen area" was chosen as the most common problem in the foodservice workplace. Taken together, our study quantitatively evaluated safety issues in hospital foodservice kitchen areas and provides a basis for the development of a safety manual for kitchen accident prevention.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1990년도 봄 학술발표회 논문집
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• pp.37-43
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• 1990

This paper develops practical models and methods for the assessment of safety and rating of damaged and/or deteriorated bridges by incorporating a system identification technique for the explicit inclusion of the degree of deterioration or damage and of the actual bridge response. And, based on the proposed model, reliability-based rating methods are proposed as LRFR(Load and Resistance Factor Rating) and system reliability-index rating criteria. The proposed limit state model explicitly accounts for the degree of deterioration or damage in terms of the damage and response factors. The damage factor in the paper is proposed as the ratio of the current stiffness to the intact stiffness. Based on the observation and the results of applications to existing bridges, it may be concluded that the proposed rating models, which explicitly account for the uncertainties and the effects of degree of deterioration or damage based on the system identification technique, provide more realistic and consistent safety-assessment and capacity-rating.

• Nuclear Engineering and Technology
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• 제35권5호
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• pp.442-453
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• 2003

This study investigates the safety assessment of the potential for fretting-wear damages on steam generator (SG) U-tubes caused by foreign object in operating nuclear power plants. The operating SG shell-side flow field conditions are obtained from three-dimensional SG flow calculation using the ATHOS3 code. Modal analyses are performed for the finite element modelings of U-tubes to get the natural frequency, corresponding mode shape and participation factor. The wear rate of U-tube caused by foreign object is calculated using the Archard formula and the remaining life of the tube is predicted. Also, discussed in this study is the effect of the flow velocity and vibration of the tube on the remaining life of the tube.

• 한국안전학회지
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• 제10권2호
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• pp.120-128
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• 1995

The fatigue failure of rail is a principal source of derailment accidents. The reduction of fatigue failures can be achieved by Intensive track maintenance and periodic safety assessments for the railway. For the safety assessments, it is required to have more accurate knowledge for fatigue behavior such as the crack initiation, propagation, crack growth rate and the remaining service life in rail. In this paper, the mean stress effects for the fatigue behavior of rail steel are studied. For this study, the fatigue test is conducted and some equations for fatigue evaluation are applied and compared. From the results, we can see that the fatigue crack growth rate is the more increased as the men stress Is the more increased, the mean stress effect is represented well by the combination of stress intensity factor range and maximum stress intensity factor and Crooker and Range's equation represented by ${\Delta}K, K_{max}$ is the best fit for fatigue evaluation and safety assessment of rail.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1231-1236
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• 2009

Many work-related risk factors can cause construction site hazards. Therefore, safety management begins with measuring the magnitude of risk involved in a project. This study proposes a methodology for risk assessment of major trades at a particular construction site. To assess risk, this methodology integrates hazard severity and frequency, and their magnitude is calculated based on actual work-site hazards. This methodology also considers the influence factors that affect the frequency of work-related hazards. To select the appropriate influence factors, a two step approach is deployed. First, the predominant factors are identified through a literature review. Second, a selective process filters out the influence factors that are difficult to analyze quantitatively, and these extracted factors are weighted using expert surveys. Finally, the factors are combined and a quantitative risk assessment methodology is proposed.