• 제목/요약/키워드: joint set identification

검색결과 13건 처리시간 0.017초

절리군 분석을 위한 퍼지 클러스터링 기법 (Fuzzy Clustering Method for the Identification of Joint Sets)

  • 정용복;전석원
    • 터널과지하공간
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    • 제13권4호
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    • pp.294-303
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    • 2003
  • 터널이나 사면과 같은 암반 구조물의 거동은 불연속면에 의해 지배적인 영향을 받는다. 따라서 암반내 존재하는 불연속면 자료의 조사 및 분석은 암반구조물 설계 및 시공에 있어서 상당히 큰 중요성을 가진다. 이러한 불연속면의 조사 및 분석 작업 중에서 반드시 거처야 할 작업 중 하나가 절리군을 분별하는 것이다. 기존의 절리군 분석 작업은 대부분 시각적인 방법으로 행해지고 있다. 이 경우 분석자의 주관에 따라 차이를 보일 수 있으며 절리의 방향 정보 외의 다른 추가적인 정보들은 사용하기 힘든 단점이 있다. 본 연구에서는 절리군 분석을 돕기 위하여 퍼지 클러스터링 기법을 이용한 프로그램을 개발하였으며 이를 두 가지 형태의 절리 자료에 대한 절리군 분석에 적용하였다. 적용 결과 퍼지 클러스터링 기법이 다수의 절리 자료에 대한 절리군 분석, 평균방향 및 밀집도 추정에 효과적이며 타당한 방법임을 확인하였다.

The Improved Joint Bayesian Method for Person Re-identification Across Different Camera

  • Hou, Ligang;Guo, Yingqiang;Cao, Jiangtao
    • Journal of Information Processing Systems
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    • 제15권4호
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    • pp.785-796
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    • 2019
  • Due to the view point, illumination, personal gait and other background situation, person re-identification across cameras has been a challenging task in video surveillance area. In order to address the problem, a novel method called Joint Bayesian across different cameras for person re-identification (JBR) is proposed. Motivated by the superior measurement ability of Joint Bayesian, a set of Joint Bayesian matrices is obtained by learning with different camera pairs. With the global Joint Bayesian matrix, the proposed method combines the characteristics of multi-camera shooting and person re-identification. Then this method can improve the calculation precision of the similarity between two individuals by learning the transition between two cameras. For investigating the proposed method, it is implemented on two compare large-scale re-ID datasets, the Market-1501 and DukeMTMC-reID. The RANK-1 accuracy significantly increases about 3% and 4%, and the maximum a posterior (MAP) improves about 1% and 4%, respectively.

A hybrid method for dynamic stiffness identification of bearing joint of high speed spindles

  • Zhao, Yongsheng;Zhang, Bingbing;An, Guoping;Liu, Zhifeng;Cai, Ligang
    • Structural Engineering and Mechanics
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    • 제57권1호
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    • pp.141-159
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    • 2016
  • Bearing joint dynamic parameter identification is crucial in modeling the high speed spindles for machining centers used to predict the stability and natural frequencies of high speed spindles. In this paper, a hybrid method is proposed to identify the dynamic stiffness of bearing joint for the high speed spindles. The hybrid method refers to the analytical approach and experimental method. The support stiffness of spindle shaft can be obtained by adopting receptance coupling substructure analysis method, which consists of series connected bearing and joint stiffness. The bearing stiffness is calculated based on the Hertz contact theory. According to the proposed series stiffness equation, the stiffness of bearing joint can be separated from the composite stiffness. Then, one can obtain the bearing joint stiffness fitting formulas and its variation law under different preload. An experimental set-up with variable preload spindle is developed and the experiment is provided for the validation of presented bearing joint stiffness identification method. The results show that the bearing joint significantly cuts down the support stiffness of the spindles, which can seriously affects the dynamic characteristic of the high speed spindles.

Structural joint modeling and identification: numerical and experimental investigation

  • Ingole, Sanjay B.;Chatterjee, Animesh
    • Structural Engineering and Mechanics
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    • 제53권2호
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    • pp.373-392
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    • 2015
  • In the present work, structural joints have been modeled as a pair of translational and rotational springs and frequency equation of the overall system has been developed using sub-structure synthesis. It is shown that using first few natural frequencies of the system, one can obtain a set of over-determined system of equations involving the unknown stiffness parameters. Method of multi-linear regression is then applied to obtain the best estimate of the unknown stiffness parameters. The estimation procedure has been developed first for a two parameter joint model and then for a three parameter model, in which cross coupling terms are also included. Two cases of structural connections have been considered, first with a cantilever beam with support flexibility and then a pair of beams connected through lap joint. The validity of the proposed method is demonstrated through numerical simulation and by experimentation.

공간 복합기구연쇄의 기구학 및 동역학 해석에 관한 연구 (A Study on the Kinematic and Dynamic Analyses of Spatial Complex Kinematic Chain)

  • 김창부;김효식
    • 대한기계학회논문집
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    • 제17권10호
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    • pp.2543-2554
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    • 1993
  • In this paper, the kinematic and dynamic analyses of spatial complex kinematic chain are studied. Through the new method both using the set of identification numbers and applying the DenavitHartenberg link representation method to the spatial complex kinematic chain, the kinematic configuration of the chain is represented. Some link in the part of closed chain being fictitiously cutted, the complex kinematic chain is transformed to the branched chain. The kinematic constraint equations are derived from the constraint conditions which the cutted sections of the link have to satisfy. And the joint variables being partitioned in the independent joint variables and the dependent joint variables, the dependent variables are calculated from the independent variables by using the Newton-Raphson iterative method and the pseudoinverse matrix. The equations of motion are derived under the independent joint variables by using the principle of virtual work. Algorithms for dynamic analysis are presented and simulations are done to verify accuracy and efficiency of the algorithms.

Joint parameter identification of a cantilever beam using sub-structure synthesis and multi-linear regression

  • Ingole, Sanjay B.;Chatterjee, Animesh
    • Structural Engineering and Mechanics
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    • 제45권4호
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    • pp.423-437
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    • 2013
  • Complex structures are usually assembled from several substructures with joints connecting them together. These joints have significant effects on the dynamic behavior of the assembled structure and must be accurately modeled. In structural analysis, these joints are often simplified by assuming ideal boundary conditions. However, the dynamic behavior predicted on the basis of the simplified model may have significant errors. This has prompted the researchers to include the effect of joint stiffness in the structural model and to estimate the stiffness parameters using inverse dynamics. In the present work, structural joints have been modeled as a pair of translational and rotational springs and frequency equation of the overall system has been developed using sub-structure synthesis. It is shown that using first few natural frequencies of the system, one can obtain a set of over-determined system of equations involving the unknown stiffness parameters. Method of multi-linear regression is then applied to obtain the best estimate of the unknown stiffness parameters. The estimation procedure has been developed for a two parameter joint stiffness matrix.

Threshold Setting for LOS/NLOS Identification Based on Joint TOA and RSS

  • Guan, XuFeng;Hur, SooJung;Park, Yongwan
    • 대한임베디드공학회논문지
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    • 제5권3호
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    • pp.152-156
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    • 2010
  • Non-line-of-sight (NLOS) propagation is one of the challenges in radio positioning. Distinguishing the transmission status of the communication as line-of-sight (LOS) or NLOS is of great importance for the wireless communication systems. This paper focuses on the identification of NLOS based on time-of-arrival (TOA) distance estimates and the received signal strength (RSS) measurements. We set a path loss threshold based on the joint TOA and RSS based NLOS detection method to determine LOS or NLOS. Simulation results show that the proposed method ensures the correct of detection for the LOS condition and can improve the NLOS identification for the weak noise and long distance.

불연속면 군 분류를 위한 유전자알고리즘의 응용 (The Application of Genetic Algorithm for the Identification of Discontinuity Sets)

  • 선우춘;정용복
    • 터널과지하공간
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    • 제15권1호
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    • pp.47-54
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    • 2005
  • 암반 불연속면의 조사 및 분석 과정에서 거쳐야할 필수적인 단계 중 하나는 방대한 불연속면 자료로부터 군을 판별하는 것이다. 불연속면 군 분류는 암반분류, 키블록 해석. 개별요소해석 및 불연속연결망 생성과 같은 암반공학적 업무에 있어서 필수적이다. 일반적으로 등고선도를 이용한 수작업 군 분류가 적용되었으나 이 방법은 수작업에 의존한 주관적인 결과를 제공한다는 단점이 있다. 본 연구에서는 유전자알고리즘을 이용한 불연속면 군 분석기법을 도입하였으며 방향성 자료에 적용하기 위해 기본적인 유전자알고리즘을 변경하였다. 최종적으로 이러한 이론을 적용한 FORTRAN 프로그램 GAC를 개발하였으며 두 가지 형태의 불연속면 자료의 군 분석에 적용하였다. 적용 결과 GAC를 적용한 군 분류는 빠르고 효율적인 군 분석방법임을 확인하였으며 최적의 불연속면 군 수를 결정하는 데 있어서 분산에 근거한 적합도 함수가 Davis-Bouldin 지수에 근거한 적합도 함수보다 효율적인 것으로 나타났다.

로보트 아크용접에서 시각인식장치를 이용한 용접선의 추적

  • 손영탁;김재선;조형석
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1993년도 추계학술대회 논문집
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    • pp.550-555
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    • 1993
  • The aim of this paper is to present the development of visual seam tracking system equipped with visual range finder. The visual range finder, which consists of a CCD camera and a diode laser system with line generating optics, developed to recognize the types of weld joints and detect the location of weld joints. In practical applications, however, images of the weld joints are often degraded due to spatters, are flares, surface specularity, and welding smoke. To overcome the problem, this paper proposes a syntactic approach which is a class of artificial intelligence techniques. In the approach, the type of weld joint is inferred based upon the production rules which are linguiques grammars consisting of a set of line and junction primitives of laser strip image projected on weld joint. The production rules eliminate several noisy primitives to create new primitives through the merging process of primitives. After the recognition of weld joint, arc welding is started and the location of weld joints is repeatedly detected using a spring model-based template matching in which the template model is a by-product of the recognition process of weld joint. To show the effectiveness of the proposed approach a series of experiments-identification and robotic tracking-are conducted for four different types of weld joints.

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링크인자 보정에 의한 로보트 위치 정밀도 개선 (Positioning Accuracy Improvement of Robots by Link Parameter Calibration)

  • 조의정;하영균;이상조;박영필
    • 한국정밀공학회지
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    • 제6권3호
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    • pp.32-45
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    • 1989
  • The positioning accuracy of robots depends upon a forward kinematics which relates the joint variables to the orientation and position of the robot extremity in the absolute coordinate system. The relationship between two connective joint coordi- nates of a robot, which is the basis of the kinematics, is defined by 4 Denavit-Hartenberg parameters. But manufacturing errors in machining and assembly process of robots lead to disctrepancies between the design parameters and the physical structure. Thus, improving the positioning accuracy of robots reguires the identification of the actual link parameters of each robot. In this study, the least-squares method is used to calibrate the link parameters and off-line parameter calibration software is developed. Computer simulation is done to study the dependence of the calibration performance upon the DOF of the robot and number of acquired data set used in the least-squares method. 3 DOF Robot/Controller and specially designed 3D coordinate measurer is made and experiment is carried out to verify the theoretical and computational analysis.

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