• 대한토목학회논문집
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• 제29권6C호
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• pp.251-258
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• 2009

본 연구에서는 모래다짐말뚝 (SCP)로 개량된 연약점토지반상의 성토시공에 있어서 최적설계조건에 대해 현행 설계법과 손실평가함수 및 1차 근사 2계 모멘트법 (AFOSM)에 기초한 신뢰성 설계법으로 비교 검토하였다. 결과를 요약하면 다음과 같다. 1) 안전율(Fs)와 파괴확률($P_F$)는 심한 비선형 관계를 나타냈고, Fs가 1.2로 증가함에 따라 $P_F$는 약 1%까지 급격한 감소를 나타낸 후, 안전율의 증가와 더불어 $P_F$는 점진적으로 감소하였다. 현행 설계법상의 기준 안전율 1.2는 둘의 관계에 있어서 일종의 임계값이며, 이들의 관계가 적절히 고려되어 정립되었다고 판단된다. 2) 최소기대총비용을 나타내는 안전율은 1.15부근으로 현행설계기준 1.2에 다소 못미치는 값으로 나타났고, 파괴확률은 1% 정도로 다소 컸다. 3) 응력분담비 n과 모래의 내부마찰각 ${\phi}$의 민감도가 연약층의 초기비배수강도 관련 변수들의 민감도보다 더 크게 나타났다. 이것은 n과 ${\phi}$의 변동 특성이 보다 해석결과에 큰 영향을 준다는 것과 이들 변동 특성은 SCP 개량지반상의 성토안정해석에 반드시 고려되어야 함을 의미한다. 4) 설계기준안전율 1.2 이상(파괴확률 0.1-0.3% 이하)에서 New Failure Point는 평균치에서 표준편차의 1~2배 가량 떨어져 있는 값을 나타냈다.

• Journal of Microbiology and Biotechnology
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• 제18권7호
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• pp.1317-1325
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• 2008

Viral safety is an important prerequisite for clinical preparations of plasma-derived pharmaceuticals. One potential way to increase the safety of therapeutic biological products is the use of a virus-retentive filter. In order to increase the viral safety of human antihemophilic factor IX, particularly in regard to non-enveloped viruses, a virus removal process using a polyvinylidene fluoride membrane filter (Viresolve NFP) has been optimized. The most critical factor affecting the filtration efficiency was operating pH and the optimum pH was 6 or 7. Flow rate increased with increasing operating pressure and temperature. Recovery yield in the optimized production-scale process was 96%. No substantial changes were observed in the physical and biochemical characteristics of the filtered factor IX in comparison with those before filtration. A 47-mm disk membrane filter was used to simulate the process performance of the production-scale cartridges and to test if it could remove several experimental model viruses for human pathogenic viruses, including human hepatitis A virus (HAV), porcine parvovirus (PPV), murine encephalomyocarditis virus (EMCV), human immunodeficiency virus type 1 (HIV), bovine viral diarrhea virus (BVDV), and bovine herpes virus (BHV). Non-enveloped viruses (HAV, PPV, and EMCV) as well as enveloped viruses (HIV, BVDV, and BHV) were completely removed during filtration. The log reduction factors achieved were $\geq$6.12 for HAV, $\geq$4.28 for PPV, $\geq$5.33 for EMCV, $\geq$5.51 for HIV, $\geq$5.17 for BVDV, and $\geq$5.75 for BHV. These results indicate that the virus filtration process successfully improved the viral safety of factor IX.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1997년도 춘계학술대회 논문집
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• pp.475-480
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• 1997

It is common to assum identical allowable safety factors in static strength, defined by mean stress and in fatigue, defined by stress amplitude. Under the load with asymmetrical cycles the safety factor is not the same. In this paper, with the consideration of unequal allowable safety factors a general method for estimating fatigue reliability of a machine element under a combined state of stress is derived based on the theory proposed by Prof. Kececioglu and normal distribution. The calculation of fatigue reliability for limited life is discussed with example.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.529-535
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• 2008

Recently a rolling stock has been requiring more convenience facilities for passenger as well as satisfied the basic functions. The convenience facilities design take into consideration safety factor, convenience and easy accessible for disable passenger. In a point of view, convenience facilities should be considered and designed as well as related safety. This paper describes points to be considered on design with related to convenience facilities and safety factor of Diesel Multiple Unit for Intercity through the IRISH DMU.

• 한국지반공학회논문집
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• 제35권5호
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• pp.31-41
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• 2019

본 연구는 다양한 조건에 대한 사면 안정성 검토에 따른 안전율 변화 결과를 활용하여 초기 설계단계에서부터 참고하여 효율적인 설계가 될 수 있는 안전율을 제시하였으며, 사면안전율에 영향을 주는 인자들에 대한 영향성을 검토하였다. 우선 사면 높이 및 사면 기울기에 따라 최소 허용안전율 1.20을 만족하는 지반 전단강도를 제시하였다. 사면높이가 5.0m씩 증가함에 따라 안전율은 0.04씩 감소하는 것으로 나타났고, 사면높이에 따른 안전율은 사면높이 10.0m에 비해 높이가 높아질수록 약 20%, 30%, 40%씩 일정하게 감소하는 경향을 나타내었다. 사면 기울기가 약 0.3씩 완만해질수록 안전율은 0.4 정도씩 증가하는 것으로 나타났고, 사면기울기 증가에 대한 안전율 증가비는 기울기가 완만해질수록 약 10%, 20%, 30% 증가하는 것으로 나타났다. 점착력이 10.0kPa씩 증가할수록 안전율은 약 40%씩 증가하는 것으로 나타났고, 내부마찰각은 $5^{\circ}$씩 증가할수록 약 8%씩 증가하는 것으로 나타났다. 또한 사면 높이, 사면 기울기, 전단강도에 따른 안전율 변화비는 각 영향인자에 따라 $Fs=3.86H^{-0.59}$, Fs = 0.43 s, Fs = 0.04 c, $Fs=0.02{\phi}$ 의 증가비 관계를 나타내었다. 강우침투 시는 지표면 포화 시의 안전율보다 약 18% 정도 크게 나타났다.

• 대한안전경영과학회:학술대회논문집
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• 대한안전경영과학회 2011년도 춘계학술대회
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• pp.695-699
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• 2011

The study presents an efficient design method of Venn Diagram that can be used when implementing the quality design of experiments based on generalizability theory. The paper examines four mixed and combined models that are designed by fixed factor, random factor, crossed factor and nested factor. The models considered in this research are $A^*{\times}B^*{\times}C$, (B: $A^*$)${\times}C$, $A{\times}B{\times}C$ and (B: A)${\times}C$.

• 한국농공학회지
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• 제31권1호
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• pp.58-70
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• 1989

The paper compared the Bishop methed to the Fellenius method in the analysis of slope stability. Laboratory model test was carried out in the case of seepage flow considered. The results obtained from this study were summarized as follows; 1. The slice pieces of 10 were enough to analysis the slope stability. 2. The safety factor. by the Fellenius method was lower than the Bishop method by the 96 to 97% in the case of no seepage flow and by the 95 to 96% in the case of seepage flow considered. 3. Besides the parameter of soil and slope, the safety factor of slope was influenced by the height of slope. This phenomena was distinct in the height of height less than 10 meters. 4. In the case of clay, there was no difference in the safety factor of slope between Fellenius and Bishop rnethod. The safety factors of slope with the seepage flow considered were lower than those with no see-page flow. 5. The influence of cohesion on the safety factor was more significant in the Bishop method than in the Fellenius method. 6. The slope failure of model test of A and B soil samples with high permeability coefficient was taken place slightly in vicinity of toe by the concentration of stress and gradually increased 7. Under condition of same slope height, the shapper the slope, the shorter the radius and the center of critical circle appered downward and finally failure of slope occured inside the slope.

• 조명전기설비학회논문지
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• 제21권4호
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• pp.88-95
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• 2007

Korea is highly dependent on foreign countries for energy while at the same time having a high energy-consumption industrial structure. Therefore, logical improvements in energy use efficiency and nationwide energy saving are becoming more and more important in coping with the worldwidehigh oil prices and environmental issues such as listed in the Kyoto Protocol to the United Nations Framework Convention on Climate Change. Consequently, a study was conducted on the average annual load factor in domestic areas to set a reasonable and reliable technology standard plan for high-efficiency transformers. The average annual load factor in Korea was discovered to be 18.4[%] classified by industry. This factor is expected to be used in arranging a domestic standard for a minimum efficiency system for transformers, and in reviewing and supplementing the standard transformers plan for the High Energy-Efficiency Appliance Certification. The expected effect from the establishment of the technology standards plan for highly efficient transformers is the expansion of the manufacturing and distribution of highly efficient transformers that are suitable for domestic use. These will lead to electricity cost savings for users, strengthening the related industries' market competitive powers and the effective reduction of greenhouse gases on a national level by drastically reducing loss from transformers, which accounts for a large portion of the total electric supply losses.

• 대한안전경영과학회지
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• 제16권3호
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• pp.23-34
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• 2014

With a view to analyzing the influential factors and their prioritization in association with the loss from construction disasters, this study has presented relative weighted value and importance for each category of loss by making a systematic classification of costs for non-insured categories (indirect costs) and conducting AHP analysis based on results of a survey of specialists. Through the study, first, I have divided the larger classification of loss factors into human loss factor, financial loss factor, special cost factor, and managerial loss factor, and, second, have presented prioritization of loss categories by allotting scores based on weighted values after calculating weighted value through pairwise comparison of loss levels. Based on these results of the study, we should be able to qualitatively calculate the loss costs that construction disasters inflict on business, promote rational decision-making and efficiency in spending related to a disaster, and compare it against safety investment designed to reduce disaster loss from the perspective of business strategy.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.1071-1076
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• 2004

The purpose. in this study. is to analyze liquefaction potential of Inchon International Airport at the Area Phase ' I ' for Railway Construction of all, seismic response was analyzed using the computer program, Shake91. Four methods proposed by Seed & Idriss. Eurocode, Iwasaki & Tatsuoka. and Ishihara were used for assessment of liquefaction potential and safety factors calculated form these methods are compared. Based on the results of seismic response analysis, the maximum acceleration at the ground surface is larger than that evaluated site factor effect by using site factor because these areas are composed of very loose sand clay. Especially, in the case of analysis with long period earthquake data. it is appeared that the acceleration of earthquake is amplified more largely. Therefore, accurate seismic response analysis is suggested for the design on the important structures on reclaimed land. The analytical results of liquefaction potential show that the increments of N-value and effective overburden pressure with remediation make safety factors increase. Through comparing the safety factors evaluated from four method, the safety factor calculated by See & Idriss method in the lowest one and it is found that the SPT N-value effect the safety factor very largely. And, Iwasaki & Tatsuoka method is affected by various factors such as average grain size. fine contents, confining pressure. In conclusion. to minimize earthquake Risk by liquefaction, the efficient remediation is essential and seismic response analysis should be carride out.