• Title/Summary/Keyword: Response criteria

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Interesting Node Finding Criteria for Regression Trees (회귀의사결정나무에서의 관심노드 찾는 분류 기준법)

  • 이영섭
    • The Korean Journal of Applied Statistics
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    • v.16 no.1
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    • pp.45-53
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    • 2003
  • One of decision tree method is regression trees which are used to predict a continuous response. The general splitting criteria in tree growing are based on a compromise in the impurity between the left and the right child node. By picking or the more interesting subsets and ignoring the other, the proposed new splitting criteria in this paper do not split based on a compromise of child nodes anymore. The tree structure by the new criteria might be unbalanced but plausible. It can find a interesting subset as early as possible and express it by a simple clause. As a result, it is very interpretable by sacrificing a little bit of accuracy.

Dynamic Responses Characteristics of Steel Box Railway Bridges Subjected to Train Loading (열차주행에 따른 강박스 철도교의 동적응답특성)

  • Park, Sun-Joon;Kang, Sung-Hoo;Jo, Eun-Pyung
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.19 no.12
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    • pp.1306-1314
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    • 2009
  • By rising the interests of the railroad, It has been required the research about railroad structure. And since 2000, the study about railway bridges caused by steel box railway bridges has been only 0.2 %. So I was hard to find out about steel box railway bridges. In this study, I evaluate and analyze 4 types(KTX, Saemaeul, Mugunghwa, Freight) of dynamic caused by train loading, natural frequency and damping ratio, verticality deflection and verticality acceleration, end slope deflection, impact factor for dynamic characteristics analysis. natural frequency was measured 2.45 Hz~3.34 Hz and damping ratio revealed for 1.26~2.84 %. Maximum verticality deflection(4.86 mm) was sufficiently satisfied the design criteria(30.1 mm), but in the case of verticality acceleration's respond, design criteria BRDM(bridge design manual) & CTRL presentation derive rail limit value 0.35 g be more than value 6 time recorded, maximum was measured 0.49 g in 3 kinds of train(KTX, Saemaeul, Mugunghwa), except for Freight. Survey impact factor of Experiment bridge was 0.20 which is measured when the KTX(15:04) was driving. impact factor is enough contended with design criteria 0.29 which is presented in domestic railway design criteria and thoroughly guarantee the dynamic stability.

Verification of AI Voice User Interface(VUI) Usability Evaluation : Focusing on Chinese Navigation VUI (인공지능 음성사용자 인터페이스 사용성 평가 기준 검증 : 중국 내비게이션 VUI를 중심으로)

  • Zhou, Yi Mou;Shang, Lin Rru;Lim, Hyun Chan;Hwang, Mi Kyung
    • Journal of Korea Multimedia Society
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    • v.24 no.7
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    • pp.913-921
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    • 2021
  • After arranging the general usability evaluation criteria of existing VUI researchers, this study verified how appropriate these criteria are for AI VUI specialized in navigation and the priority of their suitability. The VUI used in this study was analyzed through a survey from a total of 195 Chinese users after analyzing the navigation VUI used in China. As a result of the analysis, the usability evaluation criteria of the navigation VUI were extracted from three sub-factors of 'task accuracy', 'function satisfaction', and 'information reliability' in verifying conformance with general VUI evaluation criteria. With the recent advent of self-driving cars, safety and response speed are becoming very important, so Chinese users also ranked responsiveness as the top priority in VUI design, and the importance was also found to be high. Also, both men and women have the highest reactivity and the lowest multiplicity. VUI requires a convenient and natural interface to understand the intention between two objects through usability evaluation and verification in order to have effective interaction between humans and machines.

Minimum Mean Squared Error Invariant Designs for Polynomial Approximation

  • Joong-Yang Park
    • Communications for Statistical Applications and Methods
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    • v.2 no.2
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    • pp.376-386
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    • 1995
  • Designs for polynomial approximation to the unknown response function are considered. Optimality criteria are monotone functions of the mean squared error matrix of the least squares estimator. They correspond to the classical A-, D-, G- and Q-optimalities. Optimal first order designs are chosen from the invariant designs and then compared with optimal second order designs.

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Evaluation Criteria for Appropriateness of Bicycle Riding Path Considering Cyclist's Trip Purposes (자전거 이용자의 통행목적을 고려한 주행경로 적정성 평가지표 개발)

  • Kim, Eui-Jin;Kim, Dong-Kyu
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.15 no.4
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    • pp.12-25
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    • 2016
  • The purpose of this study is providing an evaluation criteria for appropriateness of bicycle riding path considering trip purpose based on cyclist's response of importance and satisfaction. The survey presents a quantified criteria of evaluating appropriateness of the bicycle path by investigating difference of impotance and satisfaction between two purposes among 5 selected influence factors about bicycle lane and bicycle parking facility, and in case of commuting purpose, information of destination is additionally considered. All the influence factors are analyzed by Analytical Hierarchy Process (AHP) which yields importance. For the factors which have a huge difference between two purposes, evaluation criteria using a GIS Data of respondent's path and satisfaction of each factors is developed, and other factors are made it by reviewing literature. The importance analyzed by AHP and evaluation criteria can provide a path based LOS for cyclist, and this information can be improved through user's response from app or search engine in the future. and by considering individual's evaluation, it can provide individually specified information.

Response Calibration for Bridges based on Statistical Quality Control Chart (통계적 품질 관리도에 기초한 교량의 응답 보정)

  • Hwang, Jin Ha;An, Seoung Su;Kim, Ju Han
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.1
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    • pp.61-70
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    • 2013
  • This paper presents the response calibration method based on quality control range, which is established from the concept and method of statistical quality control for natural frequency ratio and response ratio. To this end, statistical analysis including descriptive statistics analysis, normality test, ANOVA were performed for response characteristics obtained from loading tests and structural analysis for more than hundred and thirty well-conditioned bridges. Suggested method is based on real structural integrity evaluation case studies and statistical quality control approach, in this respect it is expected to provide scientific criteria and systematic procedure for response calibration and load carrying capacity assessment.

Energy and Angular Response of CR-39 Neutron Track Detector (중성자 비적 검출기 CR-39의 에너지 및 입사각 응답특성)

  • Kim, Jang-Lyul;Ha, Chung-Woo;Yoon, Yea-Chang;W.G. Cross;A. Arneja
    • Nuclear Engineering and Technology
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    • v.20 no.2
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    • pp.71-79
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    • 1988
  • Published data of the efficiency of CR-39 detectors as a function of neutron energy from different laboratories show wide variations in the response obtained. These variations result from differences in etching conditions, in the materials and thickness of the radiator, in the sensitivities of CR-39 from different manufacturers and perhaps in criteria used for the size of spots that are counted. This paper describes some effects of these factors on the energy and angular response with calculational results. Calculated and measured results of the variations of response with neutron incident angie are more consistent than those of energy response. The data calculated show that the angular response is not a strong function of neutron energy except below about 0.3 MeV.

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Subjective Response for the Aircraft Noise in the Region around Airport mixed with Commercial and Military Aircrafts (민항기와 군용기가 혼합된 공항 주변지역의 항공기 소음에 대한 거주자 반응)

  • Baek, Hyung-Bae;Park, Hyeon-Ku;Kim, Sun-Woo
    • KIEAE Journal
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    • v.9 no.1
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    • pp.99-106
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    • 2009
  • This study aims to survey the acoustical environment in the region around airport where there are various transportation noises such as aircraft noise, railway noise and traffic noise, and to analyze the subjective response on the noise to the people who live in house or work in office nearby airport. Measurement and subjective response evaluation were carried out at the same time and outdoor noise level was measured all day long to calculate one day results such as average Leq or one day WECPNL etc. The results showed that the military aircraft produces very high level comparing with commercial aircraft, for instance the sound level of commercial outdoor was lower than that of military aircraft indoor. Double and triple window were more effective for controlling the noise than single window, which showed the possibility of sound insulation treatment by installing windows having higher sound insulation performance. Finally the subjective response was resulted that the most annoying noise is from aircraft and counterplan they hope is 'airport moving out'. Leq 65 dB(A), the criteria value of sound insulation treatment, was corresponding to the subjective response of median annoyance '4' out of 7th scale.

Effect of Delayed Clozapine Initiation on Acute Treatment Response in Treatment-Resistant Schizophrenia (클로자핀의 지연된 사용이 치료저항성 조현병 환자의 급성기 약물 반응에 미치는 영향)

  • Yang, So Yung;Choi, Jung-Kyu;Park, Sunyoung;Park, Jaesub
    • Korean Journal of Schizophrenia Research
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    • v.24 no.2
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    • pp.52-59
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    • 2021
  • Objectives: Recent studies have reported that delayed initiation of clozapine can affect clinical response in patients with treatment-resistant schizophrenia (TRS). This study aimed to explore the relationship between delayed initiation of clozapine and acute treatment response. Methods: Sixty-five inpatients with TRS who started clozapine for the first time were included through a retrospective chart review. Acute treatment response was defined as a 30% reduction in the Positive and Negative Syndrome Scale score or a Clinical Global Impression of Improvement score of 1 (very much improved) or 2 (much improved) at 4 weeks after initiating clozapine. Results: After meeting the TRS criteria, the mean delay for initiating clozapine was approximately 13.8 months. The delay was shorter in patients who showed a better response to clozapine in logistic regression analysis (p=0.037). Conclusion: Our findings suggest that reducing the delay in initiating clozapine increases the effectiveness of clozapine in patients with TRS.