• 한국조리학회지
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• 제18권2호
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• pp.82-90
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• 2012

외식산업에서 테이크아웃 음식이 대중화 되고 있으며 이에 대한 다양한 전략이 꾸준히 수립되어야 하며 이에 대한 고객의 인식을 살펴보는 연구가 필요하다. 따라서 본 연구는 테이크아웃 음식의 위생에 대한 고객의 인식도를 측정하기 위한 척도의 타당도와 신뢰도를 평가하고자 수행되었다. 온라인 서베이를 통해 324개의 응답을 확보하였고 이중 불성실하게 기입된 응답을 제외하고 299개의 데이터를 분석에 사용하였다. 데이터는 랜덤하게 2개의 세트 ($n_1$=150, $n_2$=149)로 분할되었고, 1차 데이터는 탐색적 요인분석에 2차 데이터는 확인적요인 분석에 사용되었다. 탐색적 요인분석을 실시한 결과 세 개의 요인이 추출되었으며, 이를 "Consumer food safety perception," "Take-out food handling," and "Elements impacting on purchase decisions." 라고 명명하였다. 이어 실시된 확인적 요인분석의 결과는 본 연구에서 제시된 척도가 신뢰도와 타당도가 높으며 고객의 위생에 대한 인식을 측정하는 적절한 도구임을 보여주었다.

• 지질공학
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• 제7권1호
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• pp.37-52
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• 1997

본 연구는 여러 호간구조물의 안정구모물의 안정해석에 관한 실제적인 적용성에 관련된 것으로, 호안구조물의 안정해석에는 4가지 종류의 호안단면을 고려하였다. 안정해석의 결과로서, 상치블럭의 안전율은 T.T.P.피복경상제가 형식 중에서 가장 컸으며, 피복재료의 강성과 완만한 사면경사에 영향을 받는다. 제체의 직선사면 활동 및 원호활동파괴에 대한 안전율은 사석경사제가 모든 형식중에서 가장 컸으며, 완만한 사면경사와 피목재료의 강성의 증가의 영향을 받는다. 제체의 전도 및 지반지지력에 대한 안전율은 경사호안이 직립호안 보다 크며, 완만한 사면경사와 구조물 폭의 증가에 영향을 받는다.

• 한국산학기술학회논문지
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• 제20권4호
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• pp.606-612
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• 2019

도심지 도로하부에서 발생하는 지반침하 및 싱크홀의 주요 원인은 하수관로 기초 및 관로뒤채움재의 부적절한 다짐 등이다. 이로 인해 하수관거의 이음부 파손 및 접합 불량, 관의 파손 및 균열 등 많은 문제점이 발생하고 있다. 이를 해결하기 위해 하수관거 기초와 관련된 받침계수 및 굴착 깊이에 따른 안전율을 평가하였다. 강성관용 기초로는 쇄석기초, 버림 콘크리트 기초, 그리고 최근 새로 개발된 현장조립식 경량플라스틱 기초를 이용하였고, 뒤채움재는 현장발생토사(사질토 및 점성토), 현장발생토사를 재활용한 유동성뒤채움 등을 적용하였다. 굴착 깊이 및 하수관 기초별 안전율을 평가하기 위하여 하중 계수 및 받침계수 등을 고려한 설계하중을 평가하였다. 받침계수는 쇄석기초 0.377, 버림 콘크리트 기초($180^{\circ}$ 및 $120^{\circ}$) 0.243 및 0.220, 경량 플라스틱 기초와 유동성 뒤채움재는 0.231로 적용하였다. 전체적으로 쇄석기초 사용 시 안전율이 작게 나왔고, 받침각 $180^{\circ}$ 버림 콘크리트 기초 사용 시 안전율이 가장 크게 나타났다. 또한, 경량 플라스틱 기초와 유동성 뒤채움재의 조합을 이용할 경우 받침각 $120^{\circ}$ 버림 콘크리트 기초보다 안전율이 크게 나타났다. 이는 새로 개발된 재활용 경량 플라스틱 기초가 강성관의 또 다른 대안 기초로 활용이 가능함을 의미한다.

• 대한안전경영과학회지
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• 제21권4호
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• pp.31-37
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• 2019

When the foundation work of the underground part of the building structure or the excavation work of the civil engineering structure is carried out, there is the earthwork work by the inevitable process. As the economic situation continues to develop, construction in urban areas is becoming bigger and higher in scale due to the expansion of infrastructure and the rescue of urban dwellings in urban areas, and excavation of underground roads is inevitable. Excavation of the underground part may cause problems in the process difficulty and safety of the earthworks due to the complexity and various characteristics of the ground selected without consideration of the ground characteristics and site conditions. In order to complete the required facilities, it is necessary to secure the design and construction of the retaining walls. In order to complete the required construction, It is an important factor satisfying construction period and economical efficiency.

• 디지털융복합연구
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• 제10권11호
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• pp.467-475
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• 2012

본 연구는 병원간호사의 항암화학요법 제제의 투약안전 체계를 분석하여 투약안전 문제점을 개선하기 위한 6시그마 기법을 적용한 방법론적 연구이다. 연구 결과 함암화학요법 제제 투약의 문제점은 과정, 간호사, 환경 관련의 3가지 요인으로 분석되었으며 임상 현장에서 개선 가능성과 효과가 가장 높은 '약물에 대한 지식과 수행능력의 부족'과 '간호사 대상의 약물 교육 부족' 에 대한 개선 활동을 진행하였다. 개선안으로 제시된 간호사의 항암화학요법 제제 투약안전 교육의 효과 검증을 위한 교육 전 후의 지식과 수행 정도는 통계적으로 모두 유의한 차이를 나타냈다. 간호사의 항암화학요법 제제 투약안전 교육 후 개선 사항을 유지하기 위해 관리 지표, 관리 방법 등에 대한 관리계획서 작성으로 개선 활동을 종료하였으며, 5단계 연구 진행은 투약안전을 목표로 한 간호실무 개선에 의의가 있다.

• 한국안전학회지
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• 제9권1호
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• pp.3-8
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• 1994

This paper has described the analysis of the Stress Intensity Factor behaviour of a short crack Initiated from notch tip. The model for finite element analysis is a double edge notched specimen. The parameters used in this study are crack length and notch root curvature radius.

• 한국기계가공학회지
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• 제21권4호
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• pp.91-99
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• 2022

By applying METHOD 514.8 of the US military standard MIL-STD-810H, vibration analysis of the winding core automatic feeding device was performed during vehicle transportation. The contact point between the LM guide and main support frame was weak in the vertical axis, transverse axis, and longitudinal axis during the transportation of the automatic winding core feeder vehicle, and the maximum equivalent stress was 236.31 MPa in the longitudinal axis. When random vibration was applied, the safety margin in the longitudinal direction was 0.26, indicating low safety. The safety margin was changed by increasing the damage factor to 0.1. Finally, the safety margin was improved to 3.48 to secure safety. Resonance occurred with a Q factor of 9.34 in the harmonic response to which the RMS value of the ASD data was input, and the vertical axis safety margin was derived as 0.16. When the damping factor was 0.15, the Q factor was 3.37, and resonance was avoided with a safety margin of 6.62.

• 한국토양비료학회지
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• 제50권2호
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• pp.106-114
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• 2017

There is an increasing concern over heavy metal(loid) contamination of soil in agricultural areas including paddy soils. This study was conducted to determine the bioconcentration factor (BCF) for heavy metal(loid)s to brown rice grown in paddy soils vulnerable to heavy metal(loid)s contamination, for the quantitative health risk assessment to the residents living nearby the metal contaminated regions. The samples were collected from 98 sites nationwide in the year 2015. The mean and range BCF values of As, Cd, Cu, Ni, Pb, and Zn in brown rice were 0.027 (0.001 ~ 0.224), 0.143 (0.001 ~ 2.434), 0.165 (0.039 ~ 0.819), 0.028 (0.005 ~ 0.187), 0.006 (0.001 ~ 0.048), and 0.355 (0.113 ~ 1.263), respectively, with Zn showing the highest. Even though the relationship between heavy metal(loid) contents in the vulnerable soils and metal contents in brown rice collected at the same fields was not significantly correlated, the relationship between log contents of heavy metal(loid)s in the vulnerable soils and BCF of brown rice wes significantly correlated with As, Cd, Cu, and Zn in rice. In conclusion, soil environmental risk assessment for crop uptake should consider the bioconcentration factor calculated using both the initial and vulnerable heavy metal(loid) contents in the required soil and the crop cultivated in the same fields.

• 한국안전학회지
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• 제36권1호
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• pp.36-43
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• 2021

Effective leadership in safety performance, such as safety leadership, has received attention as a factor that greatly affects safety performance in various high-risk industrial environments. Based on prior research, this study aims to analyze the impact relationship between safety leadership, safety observance, safety education, and safety culture to reveal the effectiveness of safety leadership. In addition, this study will examine the effects of safety leadership on safety observance and safety education to identify the effects of safety understanding. For this purpose, a survey was conducted with employees of an aviation manufacturing company in Gyeongnam. For verification, a positive factor analysis, correlation analysis, and structural equation analysis were conducted using the AMOS 21.0 program. This study's findings show that, first, safety leadership has a positive and significant impact on safety observance and safety education. Second, safety leadership was found to have a direct impact on organizations' safety culture. Third, although safety observance has significant positive effects on safety culture, safety education has often been rejected. Finally, after verifying the control effect of safety understanding, this study uncovered the presence of an adjustment effect in the effect of safety leadership on safety observance. Therefore, based on the results of this study, theoretical and practical implications suggest that through the exercise of safety leadership, managers can improve their organizations' safety culture by increasing organizations' compliance with safety observance and/or acceptance of safety education.

• 한국안전학회지
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• 제35권3호
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• pp.49-57
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• 2020

In comparison with the existing static reliability analysis methods, the dynamic reliability analysis(DyRA) method is more suitable for estimating the failure probability of a structure subjected to earthquake excitations because it can take into account the frequency characteristics and damping capacity of the structure. However, the DyRA is known to have an issue of numerical stability due to the uncertainty in random sampling of the earthquake excitations. In order to solve this numerical stability issue in the DyRA approach, this study proposed two earthquake-scale factors. The first factor is defined as the ratio of the first earthquake excitation over the maximum value of the remaining excitations, and the second factor is defined as the condition number of the matrix consisting of the earthquake excitations. Then, we have performed parametric studies of two factors on numerical stability of the DyRA method. In illustrative example, it was clearly confirmed that the two factors can be used to verify the numerical stability of the proposed DyRA method. However, there exists a difference between the two factors. The first factor showed some overlapping region between the stable results and the unstable results so that it requires some additional reliability analysis to guarantee the stability of the DyRA method. On the contrary, the second factor clearly distinguished the stable and unstable results of the DyRA method without any overlapping region. Therefore, the second factor can be said to be better than the first factor as the criterion to determine whether or not the proposed DyRA method guarantees its numerical stability. In addition, the accuracy of the numerical analysis results of the proposed DyRA has been verified in comparison with those of the existing first-order reliability method(FORM), Monte Carlo simulation(MCS) method and subset simulation method(SSM). The comparative results confirmed that the proposed DyRA method can provide accurate and reliable estimation of the structural failure probability while maintaining the superior numerical efficiency over the existing methods.