• Title/Summary/Keyword: FRAME Model

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개방형 프레임 구조물의 볼트 조인트 강도해석 (Strength Analysis of Bolt Joints for an Open Frame Structure)

  • 이진민;이민욱;조수길;구만회;김학인;이태희
    • 대한기계학회논문집A
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    • 제33권8호
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    • pp.819-825
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    • 2009
  • An open frame structure is fastened by bolt joints for strength and shock attenuation. Therefore the full finite element model of an open frame structure should be properly modeled including bolt joints for strength analysis of the frames and joint assemblies which are operated under multi-loading conditions such as driving, drop, inertia and torsional loads. Then the joints and frames must satisfy the specified allowable strength constraints. Because the full finite element model has a large number of elements to perform strength analysis, a detailed fine bolt analysis seems to be very expensive. Therefore bolts of the full finite element model are approximately modeled by coupling method to constrain degree of freedoms between adjacent nodes. However, the coupling method can exaggerate stress results at the constrained nodes. Thus a detailed bolt analysis and a theoretical/experiential formula of bolts for a worst bolt joint are performed using reaction force applied both bolt and bolt joint. Finally, the results from the two methods are compared and discussed to verify the safety of the open frame structure.

개방형 프레임 구조물의 볼트 조인트 강도설계 (Strength Design of Bolt Joints for an Open Frame Structure)

  • 이진민;이민욱;조수길;구만회;김학인;이태희
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회A
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    • pp.523-528
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    • 2008
  • An open frame structure is fastened by bolt joints for strength and shock attenuation. Therefore the full finite element model of an open frame structure should be properly modeled including bolt joints for strength analysis of the frames and joint assemblies which are operated under multi-loading conditions such as driving, drop, inertia and torsional loads. Then the joints and frames must satisfy the specified allowable strength constraints. Because the full finite element model has a large number of elements to perform strength analysis, a detailed fine bolt analysis seems to be very expensive. Therefore bolts of the full finite element model are approximately modeled by constraints equations to constrain degree of freedoms between adjacent nodes. However, the constraints equation method can exaggerate stress results at the constrained nodes. Thus a detailed bolt analysis and a theoretical/experiential formula of bolts for a worst bolt joint are performed using reaction force applied both bolt and bolt joint. Finally, the results from the two methods are compared and discussed to verify the safety of the open frame structure.

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Object tracking based on adaptive updating of a spatial-temporal context model

  • Feng, Wanli;Cen, Yigang;Zeng, Xianyou;Li, Zhetao;Zeng, Ming;Voronin, Viacheslav
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제11권11호
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    • pp.5459-5473
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    • 2017
  • Recently, a tracking algorithm called the spatial-temporal context model has been proposed to locate a target by using the contextual information around the target. This model has achieved excellent results when the target undergoes slight occlusion and appearance changes. However, the target location in the current frame is based on the location in the previous frame, which will lead to failure in the presence of fast motion because of the lack of a prediction mechanism. In addition, the spatial context model is updated frame by frame, which will undoubtedly result in drift once the target is occluded continuously. This paper proposes two improvements to solve the above two problems: First, four possible positions of the target in the current frame are predicted based on the displacement between the previous two frames, and then, we calculate four confidence maps at these four positions; the target position is located at the position that corresponds to the maximum value. Second, we propose a target reliability criterion and design an adaptive threshold to regulate the updating speed of the model. Specifically, we stop updating the model when the reliability is lower than the threshold. Experimental results show that the proposed algorithm achieves better tracking results than traditional STC and other algorithms.

Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections

  • Saravanan, M.;Arul Jayachandran, S.;Marimuthu, V.;Prabha, P.
    • Steel and Composite Structures
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    • 제9권4호
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    • pp.381-395
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    • 2009
  • This paper presents the details of an advanced Finite Element (FE) analysis of a plane steel portal frame with semi-rigid beam-to-column connections subjected cyclic loading. In spite of several component models on cyclic behaviour of connections presented in the literature, works on numerical investigations on cyclic behaviour of full scale frames are rather scarce. This paper presents the evolution of an FE model which deals comprehensively with the issues related to cyclic behaviour of full scale steel frames using ABAQUS software. In the material modeling, combined kinematic/isotropic hardening model and isotropic hardening model along with Von Mises criteria are used. Connection non-linearity is also considered in the analysis. The bolt slip which happens in friction grip connection is modeled. The bolt load variation during loading, which is a pivotal issue in reality, has been taken care in the present model. This aspect, according to the knowledge of the authors, has been first time reported in the literature. The numerically predicted results using the methodology evolved in the present study, for the cyclic behaviour of a cantilever beam and a rigid frame, are validated with experimental results available in the literature. The moment-rotation and deflection responses of the evolved model, match well with experimental results. This proves that the methodology for evolving the steel frame and connection model presented in this paper is closer to real frame behaviour as evident from the good comparison and hence paves the way for further parametric studies on cyclic behaviour of flexibly connected frames.

스마트 차량 관리 시스템을 위한 HSV 색상모델 기반의 키 프레임 추출 기법 (A Key-Frame Extraction Method based on HSV Color Model for Smart Vehicle Management System)

  • 권용욱;정세훈;박동국;심춘보
    • 한국전자통신학회논문지
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    • 제8권4호
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    • pp.595-604
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    • 2013
  • 현재 수입차 차량의 등록대수가 해를 거듭할수록 증가하는 추세이다. 그에 맞춰 수입차와 같은 고급 차량을 정비하기 위한 차량 정비 업체의 환경 개선이 지속적으로 이루어지고 있다. 본 논문에서는 정비 차량의 고객 신뢰도를 제공하기 위한 스마트 차량 관리 시스템을 구현하기 위해 HSV 색상모델 기반의 키 프레임 추출 기법을 제안한다. 수리 차량의 입고 시 차량 번호판 인식 프로세스를 통해 차량의 번호판을 자동으로 인식 후, 이를 기준으로 차량의 수리 이력 확인 및 수리 요청을 처리한다. 차량 수리 동영상을 토대로 차량 수리 키 프레임을 추출하여 사용자의 스마트폰으로 제공하는 서비스를 구현한다. 아울러 제안하는 기법을 스마트 차량 관리 시스템에 적용함으로써 서비스의 우수성을 검증한다. 마지막으로 키 프레임 추출 기법의 성능을 향상시키기 위해 RGB 색상을 HSV 색상으로 변환하여 처리한다. 그 결과 제안된 방법의 키 프레임 추출을 위한 성능 평가에서 기존의 RGB 색상모델보다 HSV 색상모델이 재현율 측면에서 약 30% 더 우수함을 확인하였다.

개선소성힌지해석과 SUMT를 이용한 평면 강골조의 연속최적설계 (Optimum Design of Plane Steel Frame Structures Using Refined Plastic Hinge Analysis and SUMT)

  • 윤영묵;강문명;이말숙
    • 한국강구조학회 논문집
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    • 제16권1호통권68호
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    • pp.21-32
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    • 2004
  • 본 연구에서는 다제약 설계변수를 갖는 비선형 문제를 무제약 최소화 문제로 전환하는 축차무제약 최소화기법(SUMT)과 효과적인 강골조의 2차비탄성해석 방법 중의 하나인 개선소성힌지해석 방법을 접목시킨 평면 강골조의 연속최적설계 모델 및 프로그램을 개발하였다. 최적설계를 위한 목적함수로는 강골조물을 구성하는 모든 부재의 중량 합을, 제약조건으로는 AISC-LRFD의 휨강도, 전단강도, 압축 및 인장강도, 국부좌굴 및 부재좌굴, 그리고 단면형상 등에 관한 설계기준을 사용하였다. 본 연구에서 개발한 연속최적설계 모델을 이용하여 여러 평면 강골조의 최적설계를 수행하였으며, 최적설계 견과로부터 개발한 연속최적설계 모델의 사용성, 타당성, 효율성 및 경제성 등을 검토하였다.

Gaussian Mixture Model과 프레임 단위 유사도 추정을 이용한 유해동영상 필터링 시스템 구현 (A Realization of Injurious moving picture filtering system with Gaussian Mixture Model and Frame-level Likelihood Estimation)

  • 김민정;정종혁
    • 한국지능시스템학회논문지
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    • 제23권2호
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    • pp.184-189
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    • 2013
  • 본 논문에서는 인터넷 및 인터넷 저장 공간에 제한없이 유통되고 있는 유해동영상을 필터링하기 위해 유해동영상에 포함된 특정 소리를 이용한 유해 동영상 필터링 시스템을 제안한다. 이를 위하여 소리의 특성을 잘 표현할 수 있는 Gaussian Mixture Model을 이용하였으며, 필터링 대상 데이터와 소리모델과의 유사도를 계산하기위해 프레임단위 유사도 추정을 이용하였다. 또, 실시간 처리를 위하여 비교대상 데이터의 수를 줄임으로서 실시간 처리가 가능한 프루닝 방법을 적용하였으며, 고정도의 구별 성능을 위하여 기존 화자식별에서 우수한 성능을 보였던 MWMR 방법을 적용하였다. 식별실험결과, 일반 영상과 유해 영상의 기준인 전체프레임 대비 유사도 높은 프레임의 비를 50%로 설정한 경우, 판별 오류율은 6.06%였으며, 프레임 비의 기준이 60%인 경우, 오류율은 3.03%를 나타내어 소리를 이용한 유해동영상 필터링 시스템이 효과적으로 일반영상과 유해영상을 구별할 수 있는 것을 확인하였다.

인버터 구동 유도 전동기 고주파 모델링 (High Frequency Model of Inverter-fed Induction Motor)

  • 흥선기
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2001년도 하계학술대회 논문집 B
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    • pp.795-797
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    • 2001
  • Voltage varing Fate dv/dt which is applied to induction motor usually makes unnegligible leakage current and it flows through stator winding and motor frame. This kind of harmonic leakage current makes effect on power source and cuases electromagnetic trouble because the motor frame has earth. Therefore in this study, a high frequency induction motor model is developed and analyze the motor performance to explain the phenomena. Inverter model is also developed and is combined with the motel model to prepare the basis of the high frequency effects on inverter fed induction motor.

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상용승용차 시트프레임 부품의 중량 최적화에 관한 연구 (A Study on the Weight Optimization for the Passenger Car Seat Frame Part)

  • 장인식;민병조
    • 한국자동차공학회논문집
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    • 제14권5호
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    • pp.155-163
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    • 2006
  • Car seat is one the most important element to make comfortable drivability. It can absorb the impact or vibration during driving state. In addition to those factors, it is needed to have enough strength for passenger safety. From energy efficiency and environmental point of view lighter passenger car seat frame becomes hot issue in the auto industry. In this paper, weight optimization methodology is investigated for commercial car seat frame using CAE. Optimized designs for seat frame are developed using commercially available finite element code(ANSYS) and design of experiment method. At first, car seat frame is modelled using 3-D computer aided design tool(CATIA) and simplified for finite element modelling. Finite element analysis is carried out for the case of FMVSS 202 Head Restraint test to check the strength of the original seat frame. Two base brackets are selected as optimized elements that are the heaviest parts in the seat frame. After finite element analysis for the brackets with similar load condition to the previous test optimization technique is applied for 10% to 50% weight reduction. Design of experiment is utilized to obtain optimization design for the bracket based on the modified 50% weight reduction model in which outer shape of the bracket is conserved. Weight optimization models result in the decrease of the strength in spite of weight reduction. The more design points should be considered to get better optimized model. The more advanced optimization technique may be utilized for more parts of the seat frame to increase whole seat frame characteristics in the future.

발전기 고정자 프레임의 모우드 매개변수 규명 (Modal Parameter Identification of a Generator Stator Frame)

  • 류석주;김철홍;박종포;서명덕;김호종
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1997년도 춘계학술대회논문집; 경주코오롱호텔; 22-23 May 1997
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    • pp.116-120
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    • 1997
  • The modal testing results of a generator stator frame for a 500MW fossil power plant are presented, which will be used to tune and to validate the finite element model of the stator frame.

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