• Title/Summary/Keyword: 2D frames

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The kinematics analysis of Discus throwing (원반던지기의 운동학적 분석)

  • Kim, Jong-In;Sun, Jae-Bok
    • Korean Journal of Applied Biomechanics
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    • v.13 no.2
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    • pp.29-47
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    • 2003
  • This study is to analyze the kinematic variables in release motion of discuss throwing. For the matter, 5 people from the national team and collegiate discuss throwing in the year 2001 were chosen as the subjects and two S-VHS video cameras set in 60frames/sec were used for recording their motions. Coordinated raw positions data through digitizing are smoothing by butter-worth 's low-pass filtering method at a cut off frequency 6.0Hz. and the direct linear transformation(DLT) method was employed to obtain 3-D position coordinates. The conclusions were as follows; 1. The better record players showed the shorter approach time in the last support phase. 2. In the displacement CG, the better record players showed the shorter displacement in medial-lateral direction, and the longer displacement in horizontal direction. In the motion, the COG showed longer displacement vertical direction. 3. The better record players showed the faster horizontal velocity than vertical velocity in the release. 4. The better record players showed to take the posture of vertical axis in the release.

A Study on the Crashworthiness Evaluation and Performance Improvement of Tilting Train Carbody Structure made of Sandwich Composites (틸팅열차의 샌드위치 복합재 차체 구조물에 대한 충돌안전도 평가 및 향상방안 연구)

  • Jang, Hyung-Jin;Shin, Kwang-Bok;Han, Sung-Ho
    • Composites Research
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    • v.24 no.5
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    • pp.9-16
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    • 2011
  • This paper describes the crashworthiness evaluation and performance improvement of tilting train made of sandwich composites. The applied sandwich composite of carbody structure was composed of aluminum honeycomb core and glass/epoxy & carbon/epoxy laminate composite facesheet. Crashworthiness analysis of tilting train was carried out using explicit finite element analysis code LS-DYNA 3D. The 3D finite element model and 1D equivalent model were applied to save the finite element modeling and calculation time for crash analysis. The crash conditions of tilting train were conducted according to four crash scenarios of the Korean railway safety law. It found that the crashworthiness analysis results were satisfied with the performance requirements except the crash scenario-2. In order to meet the crashworthiness requirements for crash scenario-2, the stiffness reinforcement for the laminate composite cover and metal frames of cabmask structure was proposed. Consequentially, it has satisfied the requirement for crash scenario-2.

Robust 2D Feature Tracking in Long Video Sequences (긴 비디오 프레임들에서의 강건한 2차원 특징점 추적)

  • Yoon, Jong-Hyun;Park, Jong-Seung
    • The KIPS Transactions:PartB
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    • v.14B no.7
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    • pp.473-480
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    • 2007
  • Feature tracking in video frame sequences has suffered from the instability and the frequent failure of feature matching between two successive frames. In this paper, we propose a robust 2D feature tracking method that is stable to long video sequences. To improve the stability of feature tracking, we predict the spatial movement in the current image frame using the state variables. The predicted current movement is used for the initialization of the search window. By computing the feature similarities in the search window, we refine the current feature positions. Then, the current feature states are updated. This tracking process is repeated for each input frame. To reduce false matches, the outlier rejection stage is also introduced. Experimental results from real video sequences showed that the proposed method performs stable feature tracking for long frame sequences.

Characterization of the pcbE Gene Encoding 2-Hydroxypenta-2,4-Dienoate Hydratase in Pseudomonas sp. DJ-12

  • Lim, Jong-Chul;Lee, Jeongrai;Jang, Jeong-Duk;Lim, Jai-Yun;Min, Kyung-Rak;Kim, Chi-Kyung;Kim, Young-Soo
    • Archives of Pharmacal Research
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    • v.23 no.2
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    • pp.187-195
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    • 2000
  • Nucleotide sequence extending 2,3-dihydroxybiphenyl 1,2-dioxygenase gene (pcbC) and 2-hydroxy-6-oxo-6-phenylhexa-2,4-dienoate hydrolase gene (pcbD) of Pseudomonas sp. DJ-12 was previously analyzed and the two genes were present in the order of pcbD-pcbC preceded by a promoter from Pseudomonas sp. DJ-12. In this study, a 3.8-kb nucleotide sequence located downstream of the pcbC gene was analyzed to have three open reading frames (ORFs) that are designated as orf1, pcbE and orf2 genes. All of the ORFs were preceded by each ribosome-binding sequence of 5-GGAXA-3 (X=G or A). However, no promoter-like sequence and transcription terminator sequence were found in the analyzed region, downstream of pcbC gene. Therefore, the gene cluster appeared to be present in the order of pcbD-pcbC-orf1-pcbE-orf2 as an operon, which is unique organization characterized so far in biphenyl- and PCB-degrading bacteria. The orf1 gene was composed of 1,224 base pairs which can encode a polypeptide of molecular weight 44,950 containing 405 amino acid residues. A deduced amino acid sequence of the orf1 gene product exhibited 21-33% identity with those of indole dioxygenase and phenol hydroxylase components. The pcbE gene was composed of 783 base pairs encoding 2-hydroxypenta-2,4-dienoate hydratase involved in the 4-chlorobiphenyl catabolism. The orf2 gene was composed of 1,017 base pairs encoding a polypeptide of molecular weight 37,378 containing 338 amino acid residues. A deduced amino acid sequence of the orf2 gene product exhibited 31% identity with that of a nitrilotriacetate monooxygenase component.

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Development of the Optimal Performance Based Seismic Design Method for 2D Steel Moment Resisting Frames (2차원 철골 구조물의 최적 성능기반 내진설계법 개발)

  • Kwon Bong-Keun;Lee Hyun-Kook;Kwon Yun-Man;Park Hyo-Seon
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2005.04a
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    • pp.636-643
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    • 2005
  • Recently, performance based seismic design (PBSD) methods have been suggested in numerous forms and widely studied as a new concept of seismic design. The PBDSs are far from being practical method due to complexity of algorithms resided in the design philosophy. In this paper, optimal seismic design method based on displacement coefficient method (DCM) described in FEMA 273 is developed. As an optimizer simple genetic algorithms are used for implementations. In the optimization problem formulated in this Paper, strength design criteria stiffness design criteria, and nonlinear response criteria specified in DCM are included in design constraints. The optimal performance based design(OPBD) method is applied to seismic design of a 3-story two-dimensional steel frame structures.

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De Morgan Frames (드 모르간 틀)

  • 이승온
    • Journal for History of Mathematics
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    • v.17 no.2
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    • pp.73-84
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    • 2004
  • Stone introduced extremally disconnected spaces as the image of complete Boolean algebras under his famous duality between Bool and ZComp and they turn out to be projective objects in various categories of Hausdorff spaces and completely regular ones are exactly those X with Dedekind complete C(X, ). In the pointfree setting, extremally disconnected frame (= De Morgan frame) are those with De Morgan condition. In this paper, we investigate a historical aspect of De Morgan frame together with that of De Morgan.

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Facial Feature Tracking from a General USB PC Camera (범용 USB PC 카메라를 이용한 얼굴 특징점의 추적)

  • 양정석;이칠우
    • Proceedings of the Korean Information Science Society Conference
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    • 2001.10b
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    • pp.412-414
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    • 2001
  • In this paper, we describe an real-time facial feature tracker. We only used a general USB PC Camera without a frame grabber. The system has achieved a rate of 8+ frames/second without any low-level library support. It tracks pupils, nostrils and corners of the lip. The signal from USB Camera is YUV 4:2:0 vertical Format. we converted the signal into RGB color model to display the image and We interpolated V channel of the signal to be used for extracting a facial region. and we analysis 2D blob features in the Y channel, the luminance of the image with geometric restriction to locate each facial feature within the detected facial region. Our method is so simple and intuitive that we can make the system work in real-time.

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The Analysis of Tree-Ring Dates of Wood Elements Used for the Myengryundang Hall in Hoe-in Confucian Shrine, Boeungun, Chungbuk, Korea (보은 회인향교 명륜당 목부재의 연륜연대 분석)

  • Park, Chang-Soon;Park, Won-Kyu
    • Journal of the Korea Furniture Society
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    • v.20 no.2
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    • pp.136-142
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    • 2009
  • Hoein Hyanggyo is a confucian shrine at Hoein, Boeungun, Chungbuk, Korea. Using tree rings, we dated its lecture hall, Myengryundang which is a two-storied wooden structure with half-gabled and half-hipped roof. The woods of Myengryundang consisted mainly of lard pine (probably, Pinus densiflora). We collected 27 samples (4 columns, 2 beams, 5 purlins, 4 capitals, 8 floor frames/boards and 4 others). The results indicated that the major cutting year was A.D. 1702. This date helped to correct the miswritten Chinese-calender date which was recorded in the document for the framework-raising ceremony.

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$D_2$ Adsorption on Ti-deposited Metal Organic Frames

  • Sa, Gong-Gil;Lee, Ji-Hwa
    • Proceedings of the Korean Vacuum Society Conference
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    • 2011.02a
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    • pp.312-312
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    • 2011
  • 초고진공 장치 내에서 질량분석기와 티타늄 증착기를 이용하여 IRMOF-3에 증착된 티타늄과 수소 간의 흡착 특성을 TPD (Temperature Programmed Desorption)을 통하여 연구하였다. 티타늄을 흡착시키지 않은 순수한 IRMOF-3에 35K에서 주입한 중수소에 대한 TPD 데이터에서는 중수소가 저온 장치에 물리흡착된 약 50K에서의 작은 피크 이외에는 다른 흡착 특성을 보이지 않는다. 하지만 티타늄 2ML (Monolayer)를 흡착 시킨 IRMOF-3의 TPD 데이터에서는 약 60K와 95K에서의 두 피크가 보인다. 이는 분산된 티타늄과 중수소 사이에는 0.16eV와 0.25eV의 결합에너지를 가지는 두 가지의 다른 결합이 있다는 사실을 보여준다. 그리고 40K~110K에서 수소와 HD는 나오지 않고, 중수소만 나온 점은 주입한 중수소가 IRMOF-3에 분산된 티타늄에 쿠바스 상호작용에 의하여 분자상태로 화학 흡착되어 있을 것이라는 증거가 된다.

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Seismic Object Performance Evaluation of Braced Steel Moment Resisting Frames with Low Rise Building under Different Site Stiffness (지반강성을 고려한 중저층 가새모멘트저항골조의 내진 목표성능평가)

  • Kim, Soo Jung;Choi, Byong Jeong;Park, Ho Young;Lee, Jinwoo
    • Journal of the Earthquake Engineering Society of Korea
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    • v.20 no.2
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    • pp.91-101
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    • 2016
  • This study is the compared seismic performance that are difference between the performance of structures on various site classes and beam-column connection. this analysis model was designed the previous earthquake load. To compare the performance levels of the structure was subjected to nonlinear static and nonlinear dynamic analysis. Nonlinear analysis was used to The Perform 3D program. Nonlinear static analysis was compared with the performance point and Nonlinear dynamic analysis was compared the drift ratio(%). Analysis results, the soft site class of the displacement was more increase than rock site classes of the displacement. Also The smaller the displacement was increased beam-column connection stiffness.