• 제목/요약/키워드: reliable responses

검색결과 270건 처리시간 0.024초

An approximate spectral element model for the dynamic analysis of an FGM bar in axial vibration

  • Lee, Minsik;Park, Ilwook;Lee, Usik
    • Structural Engineering and Mechanics
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    • 제61권4호
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    • pp.551-561
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    • 2017
  • As FGM (functionally graded material) bars which vibrate in axial or longitudinal direction have great potential for applications in diverse engineering fields, developing a reliable mathematical model that provides very reliable vibration and wave characteristics of a FGM axial bar, especially at high frequencies, has been an important research issue during last decades. Thus, as an extension of the previous works (Hong et al. 2014, Hong and Lee 2015) on three-layered FGM axial bars (hereafter called FGM bars), an enhanced spectral element model is proposed for a FGM bar model in which axial and radial displacements in the radial direction are treated more realistic by representing the inner FGM layer by multiple sub-layers. The accuracy and performance of the proposed enhanced spectral element model is evaluated by comparison with the solutions obtained by using the commercial finite element package ANSYS. The proposed enhanced spectral element model is also evaluated by comparison with the author's previous spectral element model. In addition, the effects of Poisson's ratio on the dynamics and wave characteristics in example FGM bars are numerically investigated.

Critical Incidents of Casino Services: Qualitative Evidence from Asian VIP Customers

  • Seo, Mi-Ok;Yoon, Sung-Wook;Shin, Seongyeon
    • 유통과학연구
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    • 제15권9호
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    • pp.63-74
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    • 2017
  • Purpose - The purpose of this study is to contribute to the literature on casino services by investigating critical service failures using the critical incident technique (CIT) and provide effective recovery strategies that can be adopted in practice. Research design, data, and methodology - The data were collected from Asian casinos' HNI customers in China, Japan, and the Republic of Korea. This is the first study that has investigated VIP casino customers in leading Asian countries. The research used the critical incident technique (CIT) collect and a total of 227 incidents were analyzed. Results - The results show that three main categories and eleven subcategories are deduced. The first group concerns casino service system failures. The second group relates to service providers' responses to VIP customer complaints. The last group covers employees' attitudes and behavior toward customers. Conclusions - First, the most serious service problem in casinos was the service providers' attitudes rather than the service system failures. Second, Tangible recovery strategies such as "all pay" and "additional comps" were proven to enhance a casino's image and lower customers' intentions to switch. Customers, however, preferred intangible recovery strategies such as considerate responses, reliable problem management, sincere apologies, and accurate explanations.

케이블 파단이 콘크리트사장교 동적거동에 미치는 영향 (Effects of Cable Rupture on Dynamic Responses of a Concrete Cable-stayed Bridge)

  • 김유희;고형규;김재천;신수봉
    • 한국구조물진단유지관리공학회 논문집
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    • 제16권3호
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    • pp.84-91
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    • 2012
  • 본 연구는 케이블 파단이 콘크리트사장교의 동적거동에 미치는 영향을 강합성사장교에 대한 것과 비교하여 검토하는데 그 목적이 있다. 이를 위해, 강합성사장교를 대상으로 시간이력함수를 이용한 케이블 파단을 모사하는 적합한 해석기법을 검토하고, 동적확대계수를 평가하였다. 콘크리트사장교에서 계산된 동적확대계수를 설계기준을 기반으로 강합성사장교에 대한 것과 비교 검토하였다. 그 결과, 동적확대계수에 대한 현행 설계기준이 전반적으로 신뢰할 수 있는 것으로 판단되며 콘크리트사장교의 경우 동적확대계수 값이 강합성사장교에 비해 상대적으로 상승되는 경향을 보이나 설계기준을 만족한다.

Non-stochastic interval arithmetic-based finite element analysis for structural uncertainty response estimate

  • Lee, Dongkyu;Park, Sungsoo;Shin, Soomi
    • Structural Engineering and Mechanics
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    • 제29권5호
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    • pp.469-488
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    • 2008
  • Finite element methods have often been used for structural analyses of various mechanical problems. When finite element analyses are utilized to resolve mechanical systems, numerical uncertainties in the initial data such as structural parameters and loading conditions may result in uncertainties in the structural responses. Therefore the initial data have to be as accurate as possible in order to obtain reliable structural analysis results. The typical finite element method may not properly represent discrete systems when using uncertain data, since all input data of material properties and applied loads are defined by nominal values. An interval finite element analysis, which uses the interval arithmetic as introduced by Moore (1966) is proposed as a non-stochastic method in this study and serves a new numerical tool for evaluating the uncertainties of the initial data in structural analyses. According to this method, the element stiffness matrix includes interval terms of the lower and upper bounds of the structural parameters, and interval change functions are devised. Numerical uncertainties in the initial data are described as a tolerance error and tree graphs of uncertain data are constructed by numerical uncertainty combinations of each parameter. The structural responses calculated by all uncertainty cases can be easily estimated so that structural safety can be included in the design. Numerical applications of truss and frame structures demonstrate the efficiency of the present method with respect to numerical analyses of structural uncertainties.

ERG Signal Modeling Based on the Retinal Model

  • Chae, S.P.;Lee, J.W.;Jang, W.Y.;Kim, M.N.;Kim, S.Y.;Cho, J.H.
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2000년도 ITC-CSCC -2
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    • pp.637-640
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    • 2000
  • ERG signal represents the responses of the each layer of retina for the visual stimulus and accumulated responses according to the signal processing occurring in the retina. By investigating the reaction types of each wave of the ERG, various kinds of information for the diagnosis and the signal processing mechanisms in the retina can be obtained. In this paper, the ERG signal is generated by simulating of the volume conductor field of response of each retina layer and summing of them algebraically. The retina model used for simulation is Shah’s Computer Retina model which is one of the most reliable models recently developed. The generated ERG is compared with the typical ERG and shows a very close similarity. By changing the parameters of the retina model, the diagnostic investigation is performed with the variation of the ERG waveform.

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CRIES, FLACC, PIPP를 이용한 고위험영아의 통증사정 (Pain Assessment using CRIES, FLACC and PIPP in High-Risk Infants)

  • 안영미;강희옥;신은진
    • 대한간호학회지
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    • 제35권7호
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    • pp.1401-1409
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    • 2005
  • Purpose: Infants at neonatal intensive care units (NICU) are invariably exposed to various procedural and environmental stimuli. The study was performed to compare the pain responses in three NICU stimulants and to examine the clinical feasibility for NICU infants using CRIES, FLACC and PIPP. Method: In a correlational study, a total of 94 NICU stimulants including angio-catheter insertions, trunk-rubbings and loud noises, was observed for pain responses among 64 infants using CRIES, FLACC and PIPP. Results: A significant difference was identified among the mean scores in CRIES($F_{(2, 91)}$=47.847, p=.000), FLACC($F_{(2, 91)}$=41.249, p=.000) and PIPP($F_{(2. 91)}$=16.272, p=.000) to three stimulants. In a Post-hoc Scheff test, an angio-catheter insertion showed the highest scores in CRIES, FLACC and PIPP compared to the other two stimulations. A strong correlation was identified between CRIES and FLACC in all three stimulations(.817 < r < .945) while inconsistent findings were identified between PIPP and CRIES or FLACC. Conclusions: The results of the study support that CRIES and FLACC are reliable and clinically suitable pain measurements for NICU infants. Further studies are needed in data collection time-point as well as clinical feasibility on PIPP administration to assess pain response in infants, including premature infants.

The Construction of Initial Analytical Models Structural Health Monitoring of a Masonry Structure

  • Kim, Seonwoong;Kim, Ji Young;Hwang, In Hwan
    • 국제초고층학회논문집
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    • 제4권3호
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    • pp.191-198
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    • 2015
  • It is important to accurately predict structural responses to external excitations such as typhoons and earthquakes when designing structures for serviceability. One of the key procedures to predict reliable vibration responses is to evaluate accurate structural dynamic properties using finite element (FE) models, which properly represent the realistic behavior of buildings. In the case of historic masonry buildings, structural damage could also be caused by ambient vibrations or impacts. Therefore, the preservation plans of historic buildings for low-level vibrations or impacts should be provided by analyzing structural damages within serviceability levels. For this purpose, it is required to provide FE model construction and response analysis methods verified with field measurement data. In this research, long-term field measurement was performed for a cathedral and its dynamic properties were evaluated using measured data. Then, the model was calibrated based on the measured dynamic properties and an overall construction method for the masonry cathedral was proposed. Using the measured accelerations, the vibrations of the belfry were analyzed using the calibrated FE model and finally, the FE model for the cathedral was verified by comparing the measured accelerations with the modeled results.

A novel porosity-based homogenization scheme for propagation of waves in axially-excited FG nanobeams

  • Ebrahimi, Farzad;Dabbagh, Ali
    • Advances in nano research
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    • 제7권6호
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    • pp.379-390
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    • 2019
  • Putting emphasis on the effect of existence of porosity in the functionally graded materials (FGMs) on the dynamic responses of waves scattered in FG nanobeams resulted in implementation of a novel porosity-based homogenization method for FGMs and show its applicability in a wave propagation problem in the presence of axial pre-load for the first time. In the employed porosity-dependent method, the coupling between density and Young's moduli is included to consider for the effective moduli of the FG nanobeam by the means of a more reliable homogenization technique. The beam-type element will be modeled via the classical theory of beams, namely Euler-Bernoulli beam theory. Also, the dynamic form of the principle of virtual work will be extended for such nanobeams to derive the motion equations. Applying the nonlocal constitutive equations of Eringen on the obtained motion equations will be resulted in derivation of the nanobeam's governing equations. Depicted results reveal that the dispersion responses of FG nanobeams will be decreased as the porosity volume fraction is increased which must be noticed by the designers of advanced nanosize devices who are interested in employment of wave dispersion approach in continuous systems for specific goals.

The Pahlev Reliability Index: A measurement for the resilience of power generation technologies versus climate change

  • Norouzi, Nima
    • Nuclear Engineering and Technology
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    • 제53권5호
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    • pp.1658-1663
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    • 2021
  • Research on climate change and global warming on the power generation systems are rapidly increasing because of the Importance of the sustainable energy supply, thus the electricity supply since its growing share, in the end, uses energy supply. However, some researchers conducted this field, but many research gaps are not mentioned and filled in this field's literature since the lack of general statements and the quantitative models and formulation of the issue. In this research, an exergy-based model is implemented to model a set of six power generation technologies (combined cycle, gas turbine, nuclear plant, solar PV, and wind turbine) and use this model to simulate each technology's responses to climate change impacts. Finally, using these responses to define and calculate a formulation for the relationship between the system's energy performance in different environmental situations and a dimensionless index to quantize each power technology's reliability against the climate change impacts called the Pahlev reliability index (P-index) of the power technology. The results have shown that solar and nuclear technologies are the most, and wind turbines are the least reliable power generation technologies.

T Cell Immune Responses against SARS-CoV-2 in the With Corona Era

  • Ji-Eun Oh
    • 대한의생명과학회지
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    • 제28권4호
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    • pp.211-222
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    • 2022
  • After more than two years of efforts to end the corona pandemic, a gradual recovery is starting in countries with high vaccination rates. Easing public health policies for a full-fledged post-corona era, such as lifting the mandatory use of outdoor mask and quarantine measures in entry have been considered in Korea. However, the continuous emergence of new variants of SARS-CoV-2 and limitations in vaccine efficacy still remain challenging. Fortunately, T cells and memory T cells, which are key components of adaptive immunity appear to contribute substantially in COVID-19 control. SARS-CoV-2 specific CD4+/CD8+ T cells are induced by natural infection or vaccination, and rapid induction and activation of T cells is mainly associated with viral clearance and attenuated clinical severity. In addition, T cell responses induced by recognition of a wide range of epitopes were minimally affected and conserved against the highly infectious subsets of omicron variants. Polyfunctional SARS-CoV-2 specific T cell memory including stem cell-like memory T cells were also developed in COVID-19 convalescent patients, suggesting long lasting protective T cell immunity. Thus, a robust T-cell immune response appears to serve as a reliable and long-term component of host protection in the context of reduced efficacy of humoral immunity and persistent mutations and/or immune escape.