• 제목/요약/키워드: Dynamic association

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임상가를 위한 특집 3 - NAT/NFR 교합의 임상적용 (The clinical application of NAT/NFR occlusal concept)

  • 정승미
    • 대한치과의사협회지
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    • 제51권5호
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    • pp.255-264
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    • 2013
  • Many concept of occlusion have been introduced in the past, but there isn't any generally accepted unified theory since a single occlusion theory cannot represent the natural perfection, especially considering the difference in clinical experience, the dynamic occlusion, and individual diversity in mastication pattern. NAT(Naturgemasse Aufwachstechnik)/NFR((Natur Funktionsgerechte Rekonstruktion) occlusion is not just a theory on occlusion, but a clinical occlusion that can be practically applied to clinical practice by providing dynamic occlusion adjusted to the individual mastication pattern and biomechanics. This report aims to provide a guide to a clinically biomechanical occlusion through the teamwork of both the dentist and the lab technician by introducing the NAT occlusion through following: reviewing the concept of occlusion in terms of morphology, its correlation with NAT/NFR occlusion, reviewing the limitation of conventional occlusion theories, and introducing the clinical application of NAT/NFR.

샌드위치 플레이트 시스템을 이용한 합성보의 동적 특성 (Dynamic Characteristic of Composite Beam using the Sandwich Plate System)

  • 류재호;주영규;윤성원
    • 한국공간구조학회논문집
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    • 제14권4호
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    • pp.65-72
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    • 2014
  • To improve the noise and vibration problems of the existing public parking systems, new floor system was proposed. This system consists of the Sandwich Plate System(SPS), steel beam and post-tensioned steel tendons. To verify the dynamic characteristics such as the natural frequency and damping ratio of the system, the free vibration test was performed. Test results showed that the natural frequency of the SPS composite beam was 23.8Hz and it was increased by 3.8% by installing the post-tensioned tendons. The damping ratio of the specimen with tendons was about 1.64%.

강화학습법을 이용한 유역통합 저수지군 운영 (Basin-Wide Multi-Reservoir Operation Using Reinforcement Learning)

  • 이진희;심명필
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2006년도 학술발표회 논문집
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    • pp.354-359
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    • 2006
  • The analysis of large-scale water resources systems is often complicated by the presence of multiple reservoirs and diversions, the uncertainty of unregulated inflows and demands, and conflicting objectives. Reinforcement learning is presented herein as a new approach to solving the challenging problem of stochastic optimization of multi-reservoir systems. The Q-Learning method, one of the reinforcement learning algorithms, is used for generating integrated monthly operation rules for the Keum River basin in Korea. The Q-Learning model is evaluated by comparing with implicit stochastic dynamic programming and sampling stochastic dynamic programming approaches. Evaluation of the stochastic basin-wide operational models considered several options relating to the choice of hydrologic state and discount factors as well as various stochastic dynamic programming models. The performance of Q-Learning model outperforms the other models in handling of uncertainty of inflows.

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초지기 가압-헤드박스 내 지료유체의 공정-동특성모델 (Process -dynamic Model for Stock-fluid in a Pressurized Paper Machine Headbox)

  • 윤성훈
    • 펄프종이기술
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    • 제31권3호
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    • pp.35-46
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    • 1999
  • Mathematical modeling provided a systematic analysis for the dynamic behavior of stock fluid in a paper machine pressurized headbox. Dynamic responses of liquid level, sheet basis weight and hydraulic pressure were predicted from the simulation model which represents the system. A unit step and asinusoidal wave load were considered as the input forcing functions in the headbox. Results are summarized as follows : 1. The dependence of sheet basis weight on liquid level in the pressurized-headbox was non -linear. 2. Liquid level in the head-box showed first-order lag with a unit step forcing to fluid input rate ; 3 . The amplitude of wave response of liquid level was inversely proportional to the time content for the sinusoidal input changes ; 4.Sheet basis weight showed second-order oscillating underamped responses for the step input load of flow rate ; 5. The damping factor in the second-order system was a function of air-pressure in the headbox ; and, 6. Dead-time existed in the measuring process for the headbox slice pressure.

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동적인 환경하에서의 차량경로계획 수립을 위한 발견적 기법에 관한 연구 - GPS와 전자지도의 활용을 중심으로 - (A Study on the Heuristics Algorithm for a establishing Vehicle Scheduling Plan under dynamic environments - With the emphasis on the GPS and Digital Map -)

  • 박영태;김용우;강승우
    • 한국유통학회:학술대회논문집
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    • 한국유통학회 2003년도 춘계학술대회 발표논문집
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    • pp.55-70
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    • 2003
  • The most transport companies are placing increasing emphasis on powerful new techniques for planning their vehicle operations. They have tried to improve their vehicle control and customer service capability by adopting tile advanced information technology, such as GPS(Global Position System) and Using Digital Map. But researches on the VRSP(vehicle routing St schedule problem) in this situation were very few. The purpose of this research is to develop vehicle scheduling heuristics for making a real-time dynamic VRSP under the situation that GPS and using Digital Map are equipped to the transport company. Modified savings techniques are suggested for the heuristic method and an insertion technique is suggested for the dynamic VRSP. The urgent vehicle schedule is based on the regular vehicle schedule. This study suggest on VRSP system using GPS and Digital Map and the performance of the suggested heuristics is illustrated through an real case example.

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홍수시 Dynamic Programming에 의한 저수지의 최적운영에 관한 연구 (On the Optimal Operation of a Storage Reservoir for Flood Control by Dynamic Programming)

  • 오영민;이길성
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 1986년도 제28회 수공학연구발표회논문초록집
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    • pp.147-158
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    • 1986
  • 본 논문에서는 북한강 수계의 소양강댐 및 최근에 건설된 남한강 수계의 충주댐의 홍수조절 모형을 개발하였으며, 그 방법으로는 mini-max Dynamic Programming(DP)에 의한 Optimization기법을 사용하였다. 즉 각댐의 유입량을 이용하여 소양강댐 및 충주댐에서의 최대 방류량을 최소화시키는 목적 함수를 사용하였으며, 각 댐 및 하도의 특성에 따른 제약 조건을 고려하였다. DP에 의한 소양강댐 및 충주댐의 최적 운영 결과를 조절율과 이용율을 사용하여 Simulation방법중 Technical ROM, Rigid ROM, Linear Decision Rule(LDR)과 비교한 결과 모든 빈도에 대해서 DP에 의한 방법이 더 좋은 것으로 나타났다. 소양강댐의 각 빈도별 유입량에 대한 방류 형태중, 5년 빈도의 경우에는 방류를 전혀 하지 않아도 저수위가 홍수위 198m를 넘지 않으므로 사실상 5년 빈도의 홍수에 대해서는 저수지 조작이 필요없다. 충주댐의 각 빈도별 유입량에 대한 방류 형태는 초반부와 후반부에서는 방유량-유입량으로 방출하고 중반부에서는 일정한 양을 방류한다. 이에 따라 저수위도 초반부와 후반부에서는 각각 제한수위 138m와 홍수위 145m로 유지된다.

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Modeling of Dynamic Loads Due to Pedestrian Walking

  • 김기철
    • 한국공간구조학회논문집
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    • 제5권1호
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    • pp.81-89
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    • 2005
  • Walking loads are influenced by various parameters so that they need to be measured considering such parameters. Walking frequency(rate) is experimentally investigated as the most important parameter in determining the walking load expressed with dynamic load factor. This study focuses on the derivation of continuous walking load-time functions at any walking frequency ranging from 1.30Hz to 2.70Hz. Experiments were conducted to obtain time-histories of walking loads at the increment of 0.1Hz, which are decomposed into harmonic loads by the Fourier transformation. The polynomial load-time functions are proposed representing the relationship between harmonic coefficients and walking frequencies, thereby easily formulating walking load-time histories for dynamic load factor with various walking frequencies.

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아치구조와 기둥간의 고유진동수비에 따른 아치구조물의 동적응답특성 (Dynamic Response of Arch Structure according to Natural Frequency Ratio between Arch and Columns)

  • 석근영;강주원
    • 한국공간구조학회논문집
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    • 제13권3호
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    • pp.65-72
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    • 2013
  • Long span arch structure is composed of arch as relatively flexible structure and column as relatively rigid structure. In this study, the characteristic of dynamic response is analyzed according to the natural frequency ratio between arch and columns. The result of analysis for arch as relatively vertical vibration mode is dominant, the influence of columns mainly appears at relatively high frequency band according to increase of 1st mode frequency in column. However, the dynamic characteristic of arch structure is expected to vary with not only frequency ratio but interaction between vibration modes of arch and columns.

스마트 TMD를 이용한 개폐식 대공간 구조물의 지진응답제어 (Seismic Response Control of Retractable-roof Spatial Structure Using Smart TMD)

  • 김현수;강주원
    • 한국공간구조학회논문집
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    • 제16권4호
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    • pp.91-100
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    • 2016
  • A retractable-roof spatial structure is frequently used for a stadium and sports hall. A retractable-roof spatial structure allows natural lighting, ventilation, optimal conditions for grass growth with opened roof. It can also protects users against various weather conditions and give optimal circumstances for different activities. Dynamic characteristics of a retractable-roof spatial structure is changed based on opened or closed roof condition. A tuned mass damper (TMD) is widely used to reduce seismic responses of a structure. When a TMD is properly tuned, its control performance is excellent. Opened or closed roof condition causes dynamic characteristics variation of a retractable-roof spatial structure resulting in off-tuning. This dynamic characteristics variation was investigated. Control performance of a passive TMD and a smart TMD were evaluated under off-tuning condition.

다이나모 기반의 차량 제동력 검사장비 개발 연구 (Research on Development of Dynamo based Vehicle Brake force Inspection Equipment)

  • 임진우;이광희;김부현;이철희
    • 자동차안전학회지
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    • 제9권4호
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    • pp.20-25
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    • 2017
  • Dynamo based vehicle inspection device is end of line device for automobile industry. The device is utilized as implementing vehicle functionality inspection such as brake force, cruise control, kick-down acceleration, CAN inspection. As dynamo based inspection device is broadly adopted in automobile industry, the dynamic study is required to verify the vehicle test equipment reliability. This research recommends appropriate dynamic brake force inspection procedure and theoretical background for developed equipment. Dynamic characteristic of brake force implementation to roller is simplified. With simplified characteristics, the indirect brake force measurement strategy is developed and adopted. Comparison of each brake force result, the appropriate brake force inspection criterion is given.