• 한국원자력학회:학술대회논문집
• /
• 한국원자력학회 1997년도 추계학술발표회논문집(1)
• /
• pp.244-250
• /
• 1997

The mean time to failure (MTTF) expressing the mean value of the system life is a measure of system effectiveness. To estimate the remaining life of component and/or system, the dynamic mean time to failure concept is suggested. It is the time-dependent Property depending on the status of components. The Kalman filter is used to estimate the reliability of components using the on-line information (directly measured sensor output or device-specific diagnostics in the intelligent sensor) in form of the numerical value (state factor). This factor considers the persistency of the fault condition and confidence level in measurement. If there is a complex system with many components, each calculated reliability's or components are combined, which results in the dynamic MTTF or system. The illustrative examples are discussed. The results show that the dynamic MTTF can well express the component and system failure behaviour whether any kinds of failure are occurred or not.

• 대한안전경영과학회:학술대회논문집
• /
• 대한안전경영과학회 2008년도 춘계학술대회
• /
• pp.19-33
• /
• 2008

The study on semiconductor industrial accident in korea has been focused on frequencies of each type, employee, characteristics, cause and un-safety condition, behaviour and so on. Those attributes of semiconductor industrial accidents were usually analyzed independently, so that it was hard to provides a well-process and systematic guide lines for efficient safety management. There fore, there were a few studies based on comprehensive survey in terms of sharp-type of safe management. The questionnaire survey carried out for the workers(284) who were responsible for safety management in to center with corporate company with semiconductor industry the factor analysis showed that there were three factor of safety management. They were 1) Investment and operation and management for accident prevention, 2) Unsafe, safety management 3) General human error and behavior the industries of respondents were correlative with three group. Three Groups showed a statistically significant differences on the number of cases. Actually, the group with the larger investment and the better unsafe cause, human error a of accident prevention had a smaller cause of accident cases.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2002년도 봄 학술발표회 논문집
• /
• pp.327-334
• /
• 2002

The global behavior of tube structures (including tube and tube(s)-in-tube constructions) is investigated for the behavioral characteristics of the structures and their performance in relation to the various structural parameters. The stiffness factor in terms of the axial stiffness of the columns and the bending stiffness of both columns and beams is chosen as a parameter to explain the global behavior of the structures. The shear-lag phenomenon is also discussed to explain the general behavior of the structures. Three types of tube structures, with various structural parameters, are analysed for the comparative study, and the results are compared to investigate the structural response and performance of such structures. As a result of the comparison it is obtained that the axial stiffness of the columns is the most important factor governing the response of the tube structures under lateral loading

• 한국안전학회지
• /
• 제18권3호
• /
• pp.46-53
• /
• 2003

For the tensile tests of the F.E.M., microvoids are created by the boundary separation process at the martensite boundary or neighborhood and at inclusions within the fracture. to grow to the ductile dimple fracture. For the case of the M.E.F., microvoids created at the discontinuities of the martensite phase which exists at the grain boundary of the primary ferrite are grown to coalescence with the cleavage cracks induced at the interior of the ferrite, which as a result show the discontinuous brittle fracture behavior. In spite of their similar tensile strengths, the fatigue limit and the notch sensitivity of the M. E.F. is superior to those of the F.E.M., The M.E.F. is much more insensitive to notch than F.E.M. from the stress concentration factor($\alpha$).

• Communications for Statistical Applications and Methods
• /
• 제12권2호
• /
• pp.483-496
• /
• 2005

We consider the power law process which is assumed to have multiple changepoints. We propose a binary segmentation procedure for locating all existing changepoints. We select one model between the no-changepoints model and the single changepoint model by the Bayes factor. We repeat this procedure until no more changepoints are found. Then we carry out a multiple test based on the Bayes factor through the intrinsic priors of Berger and Pericchi (1996) to investigate the system behaviour of failure times. We demonstrate our procedure with a real dataset and some simulated datasets.

• Advances in concrete construction
• /
• 제6권6호
• /
• pp.611-629
• /
• 2018

The objective of present study is to investigate the effect of granulated blast furnace slag (GBS) as partial substitution of natural sand on behaviour of cement mortar. For this, the methods of factorial design with water cement (w/c) ratio and incorporation percentages of GBS as replacement of natural fine aggregate i.e., GBS(%) as factors are followed. The levels of factor w/c ratio are fixed at 0.4, 0.45, and 0.5 and the levels of factor GBS(%) are kept fixed as 0%, 20%, 40%, 60%, 80% and 100%. The compressive strength (CS) of mortar after 3, 7, 14, 28, 56 and 90 days, and water absorption (WA) are chosen as responses of the study. Analysis of variance (ANOVA) of experimental results has been carried out and those are illustrated by ANOVA tables, main effect and interaction plots. The results of study depict that the selected factors have substantial influence on the strength and WA of mortar. However, the interaction of factors has no substantial impact on CS and WA of mixes.

• 대한화학회지
• /
• 제43권4호
• /
• pp.407-411
• /
• 1999

본 연구에서는 유리질 탄소전극과 백금 전극의 표면에 폴리피롤 막을 도포 시킨 PPy/GC 및 PPy/Pt 변성전극을 제조하고, 이들 변성 전극들을 작업전극으로 구성한 3-전극 장치를 이용하여 Cr(VI)의 정량분석을 시도하였다. 변성전극들은 +1.0V∼-1.0V를 50 mV/sec로 전위를 걸어주어 순환 전압 전류법으로 쉽게 제조할 수 있었으며, 26회 반복 주사함으로써 연구에 필요한 막의 두께를 조절하였다. PPy/GC 변성전극에서 Cr(VI)의 환원 반응은 +0.6V∼-0.5V(vs. Ag/AgCl)까지 넓은 범위에서 환원되는 경향을 보였으며,-0.25V(vs.Ag/AgCl)의 전위에서 최대 환원 봉우리를 가짐을 알 수 있었다. 이 전위에서 검량곡선을 조사한 결과, 0.1 ppm에서 60.0 ppm의 농도범위에서 기울기가 1.75 mA/ppm이고, 상관계수가 0.998인 좋은 직선관계를 가졌다. PPy/Pt 변성전극에서도 Cr(VI)의 환원 거동은 PPy/GC 변성전극과 유사하였으며, 검량곡선은 1.0 ppm∼60.0ppm의 농도범위에서 직선관계를 가졌다. 이때의 기울기와 상관계수는 각각 0.5 mA/ppm 및 0.923이었다. 그러나 선택성은 PPy/GC 변성전극이 약 3 배정도 우수하였다. PPy/GC 변성전극에서 Cu(II), As(III), pb(II) 및 Cd(II)등은 환원 경향을 보이지 않았으므로, Cr(VI)의 정량분석에는 방해하지 않았다.

• Steel and Composite Structures
• /
• 제13권3호
• /
• pp.239-258
• /
• 2012

In this paper, experimental investigations on high strength steel (HSS) stud connected steel-concrete composite (SCC) girders to understand the effect of shear connector density on their flexural behaviour is presented. SCC girder specimens were designed for three different shear capacities (100%, 85%, and 70%), by varying the number of stud connectors in the shear span. Three SCC girder specimens were tested under monotonic/quasi-static loading, while three similar girder specimens were subjected to non-reversal cyclic loading under simply supported end conditions. Details of casting the specimens, experimental set-up, and method of testing, instrumentation for the measurement of deflection, interface-slip and strain are discussed. It is found that SCC girder specimen designed for full shear capacity exhibits interface slip for loads beyond 25% of the ultimate load capacity. Specimens with lesser degree of shear connection show lower values of load at initiation of slip. Very good ductility is exhibited by all the HSS stud connected SCC girder specimens. It is observed that the ultimate moment of resistance as well as ductility gets reduced for HSS stud connected SCC girder with reduction in stud shear connector density. Efficiency factor indicating the effectiveness of high strength stud connectors in resisting interface forces is estimated to be 0.8 from the analysis. Failure mode is primarily flexure with fracturing of stud connectors and characterised by flexural cracking and crushing of concrete at top in the pure bending region. Local buckling in the top flange of steel beam was also observed at the loads near to failure, which is influenced by spacing of studs and top flange thickness of rolled steel section. One of the recommendations is that the ultimate load capacity can be limited to 1.5 times the plastic moment capacity of the section such that the post peak load reduction is kept within limits. Load-deflection behaviour for monotonic tests compared well with the envelope of load-deflection curves for cyclic tests. It is concluded from the experimental investigations that use of HSS studs will reduce their numbers for given loading, which is advantageous in case of long spans. Buckling of top flange of rolled section is observed at failure stage. Provision of lips in the top flange is suggested to avoid this buckling. This is possible in case of longer spans, where normally built-up sections are used.

• The Journal of Korean Physical Therapy
• /
• 제25권3호
• /
• pp.160-166
• /
• 2013

Purpose: The aim of the study was to survey satisfaction with physical therapy. Methods: After the physical therapy consultation, patients filled in a Korean-language version of the 20-tiem version of the MedRisk Instrument developed for measuring Patient Satisfaction with physical therapy. Items are scored on a five-point Likert scale ranging from strongly disagree to strongly agree. The last two items are general satisfaction and future return to the clinic. Age and gender information was also collected anonymously. Exploratory factor analysis based on principal components analysis with varimax rotation was performed on the first 18 items of the MedRisk Instrument using SPSS v.20. Results: Four factors emerged with eigenvalues greater than 1, and these cumulatively explained 55% of the total variance in item scores. The factors were labelled: Internal, External Positives, External Negatives, and Clinic Presentation. Correlations of the factor scores with the two global items ranged from 0.29 to 0.70 (both p<0.001). Gender differences were only found on the last factor, with male Korean patients rating Clinic Presentation significantly higher than females (p=0.001). Conclusion: Using factor analysis, the proposed factor structure was revealed using the positive and negative components of the external aspects of the physical therapy and by identifying a clinic presentation which contributes to patients' satisfaction. The largest proportion of the variance in Patient Satisfaction was related to clinicians' attention and behaviour. The results of the analysis provide guidelines as to the dimensions of professional physical therapy care and the implications for service delivery and patient experience.

• 한국화재소방학회논문지
• /
• 제26권1호
• /
• pp.23-30
• /
• 2012

비대칭 H형강이 콘크리트에 매립되어 화재에 노출되는 일반 합성보에 비하여 내화성능이 높은 슬림플로어 공법에 대한 화재거동특성을 분석하고, 이를 기반으로 내화성능을 향상시킬 수 있는 최적 단면형상 조건을 도출하고자 연구를 수행하였다. 단면형상은 휨 성능을 증진시킬 수 있는 웨브 보강과 화재에 직접 노출되는 하부플랜지의 보강 방안에 대하여 화재실험을 진행하였으며, 무 보강조건과 형상변화시에 발생하는 합성플로어의 처짐을 비교 분석하여 효과적인 단면형상 설계조건을 도출하고자 하였다. 실험결과 웨브 보강방안에 비해 하부플랜지 보강시 내화성능 향상효율이 더 높은 것으로 나타났으며, 이는 화재에 직접적으로 노출되는 하부플랜지 부분에 보강을 하는 것이 급격한 온도상승으로 인한 강도저하로 인해 발생하는 변형을 보다 효율적으로 제어하기 때문으로 판단된다.