• Title/Summary/Keyword: Two-Frame

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On Normalized Tight Frame Wavelet Sets

  • Srivastava, Swati
    • Kyungpook Mathematical Journal
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    • v.55 no.1
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    • pp.127-135
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    • 2015
  • We determine two-interval normalized tight frame wavelet sets for real dilation $d{\in}(1,{\infty})$, and characterize all symmetric normalized tight frame wavelet sets. We also construct a normalized tight frame wavelet set which has an infinite number of components accumulating at the origin. These normalized tight frame wavelet sets and their closures possess the same measure. Finally an example of a normalized tight frame wavelet set is provided whose measure is strictly less than the measure of its closure.

The Political Attitude of Newspapers and the Coverage of Political Scandal (언론의 정치 성향과 프레임: '이해찬 골프'와 '최연희 성추행' 사건의 보도를 중심으로)

  • Kim, Jung-Ah;Chae, Baek
    • Korean journal of communication and information
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    • v.41
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    • pp.232-267
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    • 2008
  • This study is a comparative analysis of news frames between Chosunilbo and Hankyereh which have shown contrastive political attitude. The coverage of two political scandal, the Prime Minister Lee Haechan's golf happening and an Assemblyman of opposition party Choi Yeonhee's sexual harassment were analysed. The two political scandals were occurred one after the other and had some similarities. But two newspapers showed very contrastive frame on the two political scandals. On the Prime Minister Lee's scandal Chosunilbo showed politicizing frame, lobby golf frame, immorality frame, resignation frame. In contrast Hankyereh used depoliticization frame and human error frame. On the Assemblyman Choi's scandal Hankyereh showed politicizing frame, personal responsibility frame, immorality frame, resignation frame. But Chosunilbo used social responsibility frame and human error frame. In conclusion two newspapers showed very contrastive coverage according to the respective political attitude.

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A New Frame Offset Assignment Algorithm For Reducing the Soft Handoff Blocking Probability Due to Lack of Frame Offset Capacity (Frame Offset의 불일치로 인하여 발생하는 Soft Handoff Blockig Probability를 줄이기 위한 새로운 Frame Offset Assignment Algorithm)

    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.24 no.9B
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    • pp.1624-1630
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    • 1999
  • Code division multiple access (CDMA) is a promising air interface technique for cellular systems. When an MS (Mobile Station) moves to an adjacent cell, the handoff between the serving cell and the target cell is needed. Compared with the hard handoffs, the soft handoffs between two CDMA channels with the identical frequency assignments and frame offsets can provide a better quality of service by minimizing the undesirable ping pong phenomenon of back-and forth handoffs between two adjacent cells in conventional hard handoffs. For the soft handoff of a call to an adjacent cell to be successful, the adjacent cell should assign to the call the same frame offset as that being used in the original cell by the call. In this paper, considering the assignment states of the frame offsets of the adjacent cells, a frame offset assignment algorithm for the originated call is proposed. And analytic method for the handoff blocking probability due to the lack of the frame offset capacity is also presented to show the advantage of the proposed algorithm with respect to the soft handoff blocking probability.

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Fatigue Test and Simulation on the Steel Welded L-Shaped Frame (L 형상 용접 프레임의 피로 실험 및 시뮬레이션)

  • Lee, Jung-Hee;Kim, Jae-Hoon;Kong, Jeong-Pyo;Han, Kyu-Hyun;Lee, Young-Shin
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.32 no.1
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    • pp.63-69
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    • 2008
  • A fatigue test on the steel welded L-shaped frame was conducted. The frame was consisted with carbon steel tube and reinforced bracket. The four type reinforced brackets were fabricated. They were two rectangular plate reinforced bracket, two sided pentagon plate reinforced bracket, triangular plate reinforced bracket and fully reinforced bracket. The fatigue test of frame was conducted with axial tension loading. The fatigue simulation of the steel welded L-shaped frame was also performed by the finite element method with code FEMFAT. The frame of fully reinforced bracket had the highest fatigue life and reinforced quality factor.

The Structural and Fatigue Analysis for the Bogie Frame of the Rubber Wheel AGT (고무차륜형 AGT 주행장치의 구조 및 피로해석)

  • 유형선;권혁수;윤성호
    • Journal of the Korean Society for Railway
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    • v.2 no.2
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    • pp.31-38
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    • 1999
  • Two representative types of the AGT (Automated Guideway Transit) system, which are bogie and steering types, are available for the side-guided system. Each system primarily consists of the bogie frame, suspensions, wheelsets and axles, braking system and transmission system. Among these components, the bogie frame is one of the most significant components subjected to the whole vehicle and passenger loads. This paper describes structural analyses and associated fatigue analyses for each bogie frame depending on the various loading conditions on a basis of the railway vehicle code UIC 515-4. Subsequently, comparisons are made between those two types to estimate which type is more reliable in terms of strength and fatigue. It is observed that the bogie type is a little advantageous over the steering one from the strength analysis. However, the two types are found to be in a reliable range of fatigue even though a realistic fatigue load case is further carried out. In addition, an optimal size of thickness is suggested for designs of the bogie frame.

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NATURAL ORTHONORMAL BASES ASSOCIATED WITH FINITE FRAMES

  • Ha, Young-Hwa;Ryu, Han-Young
    • Honam Mathematical Journal
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    • v.29 no.1
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    • pp.1-8
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    • 2007
  • In this paper we show that for each finite frame for a Hilbert space there are two orthonormal elements related to the optimal lower and upper bounds of the frame. Based on this we show that an orthonormal basis is naturally associated with every finite frame. We then analyze the relationship between such an orthonormal basis and the given finite frame.

External Fixation with Acrylic Frame in Forelimb Fracture of Korean Native Two Calves (한우송아지의 전지골절에서 아크릴릭 프레임을 이용한 외부고정)

  • Shin, Sang-Min;Lee, Dong-Bin;Lee, Hae-Beom;Kim, Min-Su;Ji, Joong-Ryong;Kim, Nam-Soo
    • Journal of Veterinary Clinics
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    • v.28 no.1
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    • pp.179-182
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    • 2011
  • Two day-old male and 1 month-old female Hanwoo calves presented to Chonbuk Animal Medical Center in Chonbuk National University. Two calves were stepped by mother cow and had right (2 day-old male) and left (1 month-old female) forelimb lameness. The male calf was diagnosed as right radius-ulnar fracture through physical and radiographic examination. The other female calf was diagnosed as left third and fourth metacarpal bone fracture by the same examinations as male calf. Acrylic frame external fixator was used to reduce the fractures. Arcrylic frame external fixator in two calves lasted for 5~6 weeks. After removing the acrylic frame external fixator, radiographic evaluation and physical examination were performed. Fractured radius-ulnar and metacarpal bones were unionized and the calves were able to stand and bear weight. In these two calves, application of acrylic frame external fixator in calf fracture was effective. Acrylic frame external fixator should be considered for the repair of radius-ulnar and metacarpal bone fracture in calf.

Block-Time of Arrival/Leaving Estimation to Enhance Local Spectrum Sensing under the Practical Traffic of Primary User

  • Tran, Truc Thanh;Kong, Hyung Yun
    • Journal of Communications and Networks
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    • v.15 no.5
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    • pp.514-526
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    • 2013
  • With a long sensing period, the inter-frame spectrum sensing in IEEE 802.22 standard is vulnerable to the effect of the traffic of the primary user (PU). In this article, we address the two degrading factors that affect the inter-frame sensing performance with respect to the random arrival/leaving of the PU traffic. They are the noise-only samples under the random arrival traffic, and the PU-signal-contained samples under the random leaving traffic. We propose the model in which the intra-frame sensing cooperates with the inter-frame one, and the inter-frame sensing uses the time-of-arrival (ToA), and time-of-leave (ToL) detectors to reduce the two degrading factors in the inter-frame sensing time. These ToA and ToL detectors are used to search for the sample which contains either the ToA or ToL of the PU traffic, respectively, which allows the partial cancelation of the unnecessary samples. At the final stage, the remaining samples are input into a primary user detector, which is based on the energy detection scheme, to determine the status of PU traffic in the inter-frame sensing time. The analysis and the simulation results show that the proposed scheme enhances the spectrum-sensing performance compared to the conventional counter-part.

Novel Frame Interpolation Method for High Image Quality LCDs

  • Itoh, Goh;Mishima, Nao
    • Journal of Information Display
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    • v.5 no.3
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    • pp.1-7
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    • 2004
  • We developed a novel frame interpolation method to interpolate a frame between two successive original frames. Using this method, we are able to apply a double-rate driving method instead of an impulse driving method where a black frame is inserted between two successive original frames. The double-rate driving method enables amelioration of the motion blur of LCDs caused by the characteristics of human vision without reducing the luminosity of the whole screen. The image quality of the double-rate driving method was also found to be better than that of an impulse driving method using our motion picture simulator and an actual panel. Our initial model of our frame interpolation method consists of motion estimation with a maximum matching pixel count estimation function, an area segmentation technique, and motion compensation with variable segmentation threshold. Although salt and pepper noise remained in a portion of an object mainly due to inaccuracy of motion estimation, we verified the validity of our method and the possibility of improvement in hold-type motion blurring.

Effect of frame connection rigidity on the behavior of infilled steel frames

  • Emami, Sayed Mohammad Motovali;Mohammadi, Majid
    • Earthquakes and Structures
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    • v.19 no.4
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    • pp.227-241
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    • 2020
  • An experimental study has been carried out to investigate the effect of beam to column connection rigidity on the behavior of infilled steel frames. Five half scale, single-story and single-bay specimens, including four infilled frames, as well as, one bare frame, were tested under in-plane lateral cyclic reversal loading. The connections of beam to column for bare frame as well as two infill specimens were rigid, whereas those of others were pinned. For each frame type, two different infill panels were considered: (1) masonry infill, (2) masonry infill strengthened with shotcrete. The experimental results show that the infilled frames with pinned connections have less stiffness, strength and potential of energy dissipation compared to those with rigid connections. Furthermore, the validity of analytical methods proposed in the literature was examined by comparing the experimental data with analytical ones. It is shown that the analytical methods overestimate the stiffness of infilled frame with pinned connections; however, the strength estimation of both infilled frames with rigid and pinned connections is acceptable.