• 제목/요약/키워드: effects analysis

검색결과 37,268건 처리시간 0.06초

Radiation Effects on ${\gamma}$-Ray Irradiated Ethylene Propylene Rubber using Dielectric Analysis

  • Kim, Ki-Yup;Ryu, Boo-Hyung;Lee, Chung;Lim, Kee-Joe
    • KIEE International Transactions on Electrophysics and Applications
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    • 제3C권2호
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    • pp.48-54
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    • 2003
  • To evaluate the radiation degradation of ethylene propylene rubber (EPR), radiation effects on EPR were investigated by using dielectric analysis and thermal-gravimetric analysis. Permittivity, loss factor, tan$\delta$, and thermal decomposition temperature were observed for ${\gamma}$-ray irradiated EPR. As the radiation dose was increased, the peak temperature of the loss factor and tans of EPR were increased and loss factor and tan$\delta$ at peak temperature were decreased. Activation energies were calculated using loss factor and thermal decomposition for ${\gamma}$-ray irradiated EPR as well. The trends of both calculated activation energies showed the same tendencies as radiation dose was increased.

Probabilistic shear-lag analysis of structures using Systematic RSM

  • Cheng, Jin;Cai, C.S.;Xiao, Ru-Cheng
    • Structural Engineering and Mechanics
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    • 제21권5호
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    • pp.507-518
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    • 2005
  • In the shear-lag analysis of structures deterministic procedure is insufficient to provide complete information. Probabilistic analysis is a holistic approach for analyzing shear-lag effects considering uncertainties in structural parameters. This paper proposes an efficient and accurate algorithm to analyze shear-lag effects of structures with parameter uncertainties. The proposed algorithm integrated the advantages of the response surface method (RSM), finite element method (FEM) and Monte Carlo simulation (MCS). Uncertainties in the structural parameters can be taken into account in this algorithm. The algorithm is verified using independently generated finite element data. The proposed algorithm is then used to analyze the shear-lag effects of a simply supported beam with parameter uncertainties. The results show that the proposed algorithm based on the central composite design is the most promising one in view of its accuracy and efficiency. Finally, a parametric study was conducted to investigate the effect of each of the random variables on the statistical moment of structural stress response.

주사전자 현미경의 통계적 인자 해석 (Statistical Factor Analysis of Scanning Electron Microscope)

  • 권상희;김병환
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2009년도 정보 및 제어 심포지움 논문집
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    • pp.335-337
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    • 2009
  • A scanning electron microscope(SEM) is a system that visualizes complex surface features. The resolution of SEM is affected by each of equipment components. In this study, we examined the effects of the four factors including the beam current, magnification, voltage and working distance. A statistical analysis was conducted to investigate the main and interaction effects. For a systematic characterization, a $2^4$ full factorial experiment was conducted. The $R^2$ of constructed statistical model was 88.9%. The main effect revealed that the current and working distance are dominant factors. Of the interactions, those between the current and voltage yielded the highest interaction. 3D plots generated from the model were used to explore various parameter effects.

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항공기용 연료계통 압력조절밸브의 FMEA를 적용한 신뢰성 설계 (Reliability Design Using FMEA for Pressure Control Regulator of Aircraft Fuel System)

  • 배보영;이재우;변영환
    • 한국항공운항학회지
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    • 제17권1호
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    • pp.24-28
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    • 2009
  • The reliability assessment is performed for Pressure Control Regulator of Aircraft Fuel System using reliability procedure which consists of the reliability analysis and the Failure Modes and Effects Analysis(FMEA). The target reliability as MTBF(Mean Time Between Failure) is set to 5000hr. During the reliability analysis process, the system is categorized by Work Breakdown Structure(WBS) up to level 3, and a reliability structure is defined by schematics of the system. Since the components and parts that have been collected through EPRD/NPRD. The predicted reliability to meet mission requirements and operating conditions is estimated as 4375.9hr. To accomplish the target reliability, the components and parts with high RPN have been identified and changed by analyzing the potential failure modes and effects. By changing the configuration design of components and parts with high-risk, the design is satisfied target reliability.

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열차주행에 의한 고속철도 교량의 진동이 인접 교량에 미치는 영향에 관한 연구 (A Study on the Effects of a High-Speed Railway Bridge Vibration induced by Moving Train on the Adjacent Bridge)

  • 김성일;이장석
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 추계학술대회 논문집
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    • pp.900-905
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    • 2004
  • A study on the effects of a high-speed railway bridge vibration induced by moving train on the nearby bridge is performed. Longitudinal and lateral accelerations of slabs and piers which are calculated from moving load analysis of a high-speed railway bridge can be used as input ground motions for the adjacent bridge. Dynamic responses of the adjacent bridge considering soil-structure interaction effects are analyzed by sub-structure method. Analysis procedure is made of free field analysis, calculation of impedance and effective input load and soil-structure system analysis.

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프리스트레스트 콘크리트 교량의 크리프와 건조수축효과의 민감도 해석 (Sensitivity Analysis of Creep and Shrinkage Effects of Prestressed Concrete Bridges)

  • 오병환;양인환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표대회 논문집(III)
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    • pp.656-661
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    • 1998
  • This paper presents a method of statistical analysis and sensitivity analysis of creep and shrinkage effects in PSC box girder bridges. The statistical and sensitivity analyses are performed by using the numerical simulation of Latin Hypercube sampling. For each sample, the time-dependent structural analysis is performed to produce response data, which are then statistically analyzed. The probabilistic prediction of the confidence limits on long-term effects of creep and shrinkage is then expressed. Three measures are examined to quantify the sensitivity of the outputs to each of the input variables. These are rank correlation coefficient(RCC), partial rank correlation coefficient(PRCC) and standardized rank regression coefficient(SRRC) computed on the ranks of the observations. Probability band widens with time, which indicates an increase of prediction uncertainty with time. The creep model uncertainty factor and the relative humidity appear as the most dominant factors with regard to the model output uncertainty.

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대변위를 고려한 곡선 프리스트레스트 콘크리트 사장교의 비선형 해석 (Nonlinear Analysis of Curved Prestressed Concrete Cable-Stayed Bridge due to Large Deflection)

  • 이재석;최규천
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.341-344
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    • 2006
  • A study for the nonlinear analysis of segmentally erected curved PSC(prestressed concrete) cable-stayed bridge considering the effects due to large deflections is presented. Various case studies regarding the effects of the material nonlinearities and the geometric nonlinearities on the behavior of segmentally erected curved PSC cable-stayed bridge are conducted. The numerical results on the bridge which has relatively low stress profile through the bridge deck section like the example herein show that the geometric nonlinearities has more significant effects on the structural behavior than the material nonlinearities.

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시공단계의 영향을 고려한 프리스트레스 콘크리트 다층 구조물의 해석 (Analysis of Multi-Story Prestressed Concrete Structure Considering the Effect of Construction Stage)

  • 전찬기
    • 한국구조물진단유지관리공학회 논문집
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    • 제5권3호
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    • pp.213-223
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    • 2001
  • This paper presents an analytical procedure for the time-dependent analysis of the multi-story prestressed concrete structure under the construction stage. To account for the actual structural behavior, the procedure considers the effects due to the construction interval and the time-dependent losses of prestress at every construction step on the entire structural response. A numerical study is performed to demonstrate the general validity of the approach and to quantitatively evaluate the effects resulted from the time-dependent behaviors during construction. Recommendations and conclusions are developed by comparisons with structural responses using the present and conventional methods of analysis. The comparative results show that both effects of sequential construction and time-dependent prestress losses should be considered for the construction stage analysis.

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머리미용서비스가 고객만족과 구전의도에 미치는 영향 (The Effects of Beauty Service on Customer Satisfaction and Word-of-Mouth Intention in the Beauty Industry)

  • 박은정
    • 한국의류학회지
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    • 제31권4호
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    • pp.574-583
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    • 2007
  • This study aimed to look into the features of the hair beauty service components and the effects of these elements on customer satisfaction and word-of-mouth intention. Subjects were 20's-40's women and survey methods such as frequency analysis, t-test, ANOVA, factor analysis, reliability analysis, and regression analysis were used. Results were as follows: First, hair beauty service were composed of eight factors such as facilities of hair beauty salon, employee's kindness, amusement facilities, light refreshments, guidance to a process of hair style, keeping service for personal belongings, reservation service, and customer management. Second, the effects on customer satisfaction was significantly affected by facilities of hair beauty salon, employee's kindness, guidance to a process of hair style, customer management, keeping service for personal belongings, light refreshments. Third, customer satisfaction with hair beauty service affected the word-of-mouth intention.