• 제목/요약/키워드: irregularity index

검색결과 55건 처리시간 0.023초

The Improvement and Completion of Outcome index: A new assessment system for quality of orthodontic treatment

  • Hong, Mihee;Kook, Yoon-Ah;Kim, Myeng-Ki;Lee, Jae-Il;Kim, Hong-Gee;Baek, Seung-Hak
    • 대한치과교정학회지
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    • 제46권4호
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    • pp.199-211
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    • 2016
  • Objective: Given the considerable disagreement between the Peer Assessment Rating (PAR) index and the American Board of Orthodontics Cast-Radiograph Evaluation, we aimed to develop a novel assessment system-the Improvement and Completion of Outcome (ICO) index-to evaluate the outcome of orthodontic treatment. Methods: Sixteen criteria from 4 major categories were established to represent the pretreatment malocclusion status, as well as the degree of improvement and level of completion of outcome during/after treatment: dental relationship (arch length discrepancy, irregularity, U1-SN, and IMPA); anteroposterior relationship (overjet, right and left molar position, ANB); vertical relationship (anterior overbite, anterior open-bite, lateral open-bite, SN-MP); and transverse relationship (dental midline discrepancy, chin point deviation, posterior cross-bite, occlusal plane cant). The score for each criterion was defined from 0 or -1 (worst) to 5 (ideal value or normal occlusion) in gradations of 1. The sum of the scores in each category indicates the area and extent of the problems. Improvement and completion percentages were estimated based on the pre- and post-treatment total scores and the maximum total score. If the completion percentage exceeded 80%, treatment outcome was considered successful. Results: Two cases, Class I malocclusion and skeletal Class III malocclusion, are presented to represent the assessment procedure using the ICO index. The difference in the level of improvement and completion of treatment outcome can be clearly explained by using 2 percentage values. Conclusions: Thus, the ICO index enables the evaluation of the quality of orthodontic treatment objectively and consecutively throughout the entire treatment process.

프랙탈을 이용한 지형복원 모형개발 (Development of Topography Restoration Model using Fractal Method)

  • 권기욱;안병구;이종달
    • 한국지리정보학회지
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    • 제9권3호
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    • pp.123-135
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    • 2006
  • 본 연구에서는 기존에 개발된 지형 보간기법의 정확도와 효율성을 극대화하기 위해 프랙탈 기법을 적용하여 소량의 기지 지형정보로도 대상지역의 자연지형이 가지는 불규칙성을 재현하여 보다 실제지형에 가까운 지형정보를 생성할 수 있는 FEDISA 모형을 개발하였다. 또한 모형의 적합성 및 효용성을 검토하기 위한 도구로 경사도 범위지수 $I_{SR}$, 표면적 지수 $I_{SA}$, 체적 지수 $I_V$를 개발하였으며, 모형의 적용 대상면적을 $75m{\times}75m$, $150m{\times}150m$, $300m{\times}300m$, $600m{\times}600m$, $1,200m{\times}1,200m$ 등으로 다양하게 설정하여 기존의 보간 기법 및 FEDISA 모형에 의한 계산 결과와 실측자료에 대해 비교 검토를 통하여 FEDISA 모형의 효용성과 적합성을 제시하였다.

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고속전철의 와전류 제동장치 동적 최적화 연구 (An Optimization of Dynamic Elements for Eddy Current Braking System of High Speed Train)

  • 박찬경
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집C
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    • pp.345-350
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    • 2001
  • Dynamic behavior of high speed train is very important because the high speed train should be safe and satisfied with the ride comfort. An eddy current brake system is mounted on trailer bogie and wheelset. The eddy current braking force longitudinally exerts on the articulated trailer bogie and the attraction force vertically exerts on the wheelset. Because a frame of eddy current brake system is flexible, these forces generate the vertical vibration at middle point of the frame. Also, the vibration change the vertical clearance between an electromagnet and top of rail which affect the magnitude of braking and attracting forces. Therefore, the dynamic behavior of the eddy current braking system must be predicted for design the dynamic characteristic of its mounting system when normally operate on rail which have irregularity. Vampire program is used for prediction of the dynamic behavior of an eddy current braking system. Five design variables and five performance index are considered for optimization through D-optimal experimental design in this paper. Also model center is used to search the optimal point for sum of performance index with variational matric method.

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식습관(食習慣)과 건강상태(健康狀態)와의 관계성(關係性)에 관(關)한 연구(硏究) (The Relationship Between the Food Habit and the Health Responses to the Todai Health Index)

  • 임현숙
    • Journal of Nutrition and Health
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    • 제14권1호
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    • pp.9-15
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    • 1981
  • This study was undertaken to investigate the relationship between the food habit and the health status. For this Purpose, 709 junior and senior high school teachers were studied by the questionnaire sheets; one was for the food habit and the other was for health complaints. (the standarized questionnaire designated Todai Health Index.) The results obtained were as follows, 1) Mean score of the food habit was 10.99 in males and 12.17 in females. The balanced dietary intake was associated with the ideal body weight. 2) In males and females with low food habit score than in those with high food habit score, THI point in sufferings, digestive organs, straight-forwardness, depression and life irregularity were higher. In males with low food habit score, THI point in nervousness was higher. In females with low food habit score, THI point in respiratory organs was higher. On the contrary the male subjects with high food habit score showed higher THI point in vanity and the female subjects with high feed habit score shewed higher THI point in vanity and nervousness. 3) Persons living alone showed a high tendency to eating away from home and to having low score of food habit. 4) Persons with low food habit score showed a high tendency to eating instant foods and considered themselves having poor health status.

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철도콘크리트 슬래브 궤도상의 균열과 TQI 상관성 분석 (Correlation Analysis Between Crack and TQI in RC Slab Track)

  • 권세곤;박미연;김두기;박재학
    • 한국방재안전학회논문집
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    • 제5권2호
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    • pp.71-79
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    • 2012
  • 최근 철도궤도 건설 전 구간에서 자갈도상이 아닌 콘크리트 슬래브 궤도가 시공되고 있다. 이는 자갈도상의 특성상 지속적인 유지보수가 필요하다 보니 늘어나는 유지관리비용을 감당하기 어려워지게 되어 결국 대안으로 선택한 것이 콘크리트 슬래브인 것이다. 그러나 콘크리트의 수화열 반응과 온도 수축균열등의 영향으로 콘크리트 슬래브 궤도상의 유지관리 문제점이 점점 증가하고 있어 이에 대한 다양한 연구들이 진행되고 있다. 본 연구는 궤도틀림을 평가하는 TQI값의 특성과 균열이 TQI에 미치는 현황관계를 조사하였으며 TQI값과 슬래브 궤도상의 균열진전과의 관계분석을 통해 이 값들의 상관성 정도를 비교 분석하였다. 이를 통해 궤도틀림만을 분석하여 유지관리 의사결정에 반영하는 현행방법의 문제점을 보완하고 균열을 고려한 평가지표의 개발 필요성을 제시하였다.

차량가속도데이터를 이용한 머신러닝 기반의 궤도품질지수(TQI) 예측 (Prediction of Track Quality Index (TQI) Using Vehicle Acceleration Data based on Machine Learning)

  • 최찬용;김현기;김영철;김상수
    • 한국지반신소재학회논문집
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    • 제19권1호
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    • pp.45-53
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    • 2020
  • 철도분야에서도 계측자료를 바탕으로 머신러닝 기법을 이용하여 예측 분석하는 시도가 점차적으로 증가하고 있는 실정이다. 이 논문에서는 열차의 차상가속도 데이터를 기반으로 궤도의 품질을 결정하는 지표 중에 하나인 궤도품질지수를 머신러닝 기법을 활용하여 예측하였다. 머신러닝 기법으로 활용하고 있는 대표적인 3개의 모델로 궤도품질지수를 예측하여 가장 정확도가 높은 모델은 XGBoost으로 데이터셋에서 85% 이상의 예측정확도를 보였다. 또한 윤축과 대차의 z축의 진동가속도가 고저 궤도품질지수의 기여도가 높은 것으로 나타났으며, 이는 기존 연구결과와도 잘 일치하였다. 이러한 결과를 볼 때 단일 알고리즘인 서포터 벡터머신보다는 앙상블 알고리즘을 적용한 랜덤포레스트와 XGBoost이 정확도가 높은 것으로 판단된다. 따라서 머신러닝 기법에서 적용모델에 따라 정확도가 달라질 수 있기 때문에 차량진동가속도를 이용한 궤도품질지수를 예측하기 위해서는 앙상블 알고리즘을 가지는 모델을 적용하는 것이 적절할 것으로 판단된다.

Comparative analysis of existing reinforced concrete buildings damaged at different levels during past earthquakes using rapid assessment methods

  • Sezer Aynur;Hilal Meydanli Atalay
    • Structural Engineering and Mechanics
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    • 제85권6호
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    • pp.793-808
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    • 2023
  • Türkiye is located in a region where destructive earthquakes are frequently experienced due to its geological characteristics and geographical location. Therefore, considering the possibility of a devastating earthquake at any time, determining the reinforced concrete (RC) building seismic safety, constructed before or after the current seismic buildings code, is one of the most important issues to be completed firstly. For this purpose, rapid assessment methods developed to quickly determine the seismic safety of buildings are available in the literature. Comparison of the principles of Principles of the Determination of Risky Structures-2019, Column and Wall Index Method, P25 Scoring Method and Improved Discriminant Analysis Method, which are among these methods, have been aimed within the scope of this study. Within the scope of this paper, a total of 43 buildings in the Yalova/Çınarcık region of Türkiye that the damage level was determined by street observation method immediately after the 1999 Kocaeli (Izmit) Earthquake; 15 buildings with heavy damage and 28 buildings with moderate damage were examined by rapid assessment methods. Although the risk detection difference was not separated as a clear line in any of the methods used, the results obtained from the rapid assessment methods are evaluated as being compatible with the detected after earthquake structural seismic behavior of the buildings. The PDRS-2019 and column and wall index method gave the most approximate results. In the results obtained from the analyzes; structural features such as number of floors, frame continuity, soft/weak story irregularity, effective shear strength area, existence of heavy overhangs in plan, type of structural system have been found to be significantly effective on the earthquake behavior of buildings.

기존시설물 내진성능평가를 위한 평가항목 분류체계와 평가방법 (Seismic Performance Level Criteria and Evaluation Methods)

  • 김남희
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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    • pp.251-260
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    • 2000
  • Seismic performance evaluation systems require rational classification of structure systems, proper evaluation criteria, and their scoring index for synthesis. Current seismic performance systems need expert judgments based on collection of available data, approximate analysis of important items, and various scoring system. This study presents a three-step seismic performance evaluation system for building structures in Korea. Each evaluation step determines the seismic performance and the method depends on the degree of refinement of analysis. The preliminary step evaluation involves the global attributes of structures such as vertical irregularity, asymmetric plan, redundancy, and age of structures. The second step requires an elastic analysis for estimation of forces acting on critical sections and checks the strength and ductility. The final step requires inelastic capacity of structures. Each stephas own evaluation scheme with proper weighing factor dependent on the importance and consequence. This study applies the fuzzy theory to a scoring method that synthesizes the individual quantity to a representative value.

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랜덤 제조 오차를 고려한 모드 편재계수를 최소화하는 반복 배열 마이크로 공진기의 최적설계 (Design of MEMS Resonator Array for Minimization of Mode Localization Factor Subject to Random Fabrication Error)

  • 김욱태;이종원
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 춘계학술대회논문집
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    • pp.840-845
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    • 2005
  • This paper presents a robust optimal design method for a periodic structure type of MEMS resonator that is vulnerable to mode localization. The robust configuration of such a MEMS resonator to fabrication error is implemented by changing the regularity of periodic structure. For the mathematical convenience, the MEMS resonator is first modeled as a multi pendulum system. The index representing the measure of mode variation is then introduced using the perturbation method and the concept of modal assurance criterion. Finally, the optimal intentional mistuning, minimizing the expectation of the irregularity measure for each substructure, is determined for the normal distributed fabrication error and its robustness in the design of MEMS resonator to the fabrication error is demonstrated with numerical examples.

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랜덤 제조 오차를 고려한 모드 편재계수를 최소화하는 반복 배열 마이크로 공진기의 최적설계 (Design of MEMS Resonator Array for Minimization of Mode Localization Factor Subject to Random Fabrication Error)

  • 김욱태;이종원
    • 한국소음진동공학회논문집
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    • 제15권8호
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    • pp.931-938
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    • 2005
  • This paper presents a robust optimal design method for a periodic structure type of MEMS resonator that is vulnerable to mode localization. The robust configuration of such a MEMS resonator to fabrication error is implemented by changing the regularity of periodic structure For the mathematical convenience, the MEMS resonator is first modeled as a multi-pendulum system. The index representing the measure of mode variation is then introduced using the perturbation method and the concept of modal assurance criterion. Finally, the optimal intentional mistuning, minimizing the expectation of the irregularity measure for each substructure, is determined for the normal distributed fabrication error and its robustness in the design of MEMS resonator to the fabrication error is demonstrated with numerical examples.