• 제목/요약/키워드: frame bound

검색결과 67건 처리시간 0.024초

수정된 equivalent capcity를 이용한 VBR MPEG 비디오 트랙픽의 등가대역폭 계산방법 (Computation method of effective bandwidth of VBR MPEG video traffic using the modified equivalent capacity)

  • 하경봉;이창범;박래홍
    • 전자공학회논문지A
    • /
    • 제33A권10호
    • /
    • pp.40-47
    • /
    • 1996
  • A method for computing effectiv ebandwidth of aggregated varable bit rate (VBR) moving picture experts group (MPEG) video traffic is proposed. To compute statistical characteristics of aggregated MPEG traffic, first we split input MPEG traffic into I, B, and P frame traffics and aggregate respective I, B, and P frame traffics according to the frame type. Second statisticsal characteristics of the aggregated MPEG traffic are obtained using those of aggregated I, B, and P frame traffics. The effective bandwidth of the aggregated I frame traffic is computed by using the gaussian bound. Using the modified equivalent capacity, we obtain the effective bandwidths of aggregated B and P frame traffics and then compute the effective bandwidth of the combined B and P frame traffic. Finally the effective bandwidth of the aggregated MPEG traffic is computed by adding the gaussian bound of the aggregated I frame traffic and modifed equivalent capacity of combined B and P frame traffic. Computer simulation shows that the proposed method estimates effective bandwidth of the aggregated MPEG traffic well.

  • PDF

On determining seismic anchor force of anchoring frame structure supporting three-stage slope

  • Lin, Yu-liang;Lu, Li;Li, Ying-xin;Xue, Yuan;Feng, Zhi-jun;Wang, Zhi-meng;Yang, Guo-lin
    • Geomechanics and Engineering
    • /
    • 제22권3호
    • /
    • pp.265-275
    • /
    • 2020
  • As a flexible supporting structure, the anchoring frame structure is widely adopted to support multistage slopes in high earthquake-intensity area for its effectiveness and practicality. The previous study indicates that the anchor of anchoring frame structure is the most likely to be damaged during earthquakes. It is crucial to determine the pull-out capacity of anchor against seismic force for the seismic design of anchoring frame structure. In this study, an analytical model of a three-stage slope supported by anchoring frame structure is established, and the upper bound method of limit analysis is applied to deduce the seismic anchor force of anchoring frame structure. The pull-out capacity of anchor against seismic force of anchoring frame structure at each stage is obtained by computer programming. The proposed method is proved to be reasonable and effective compared with the existing published solution. Besides, the influence of main parameters on the pull-out capacity of anchor against seismic force is analyzed to provide some recommendations for the seismic design of anchoring frame structure.

SHARPENING LOWER BOUND IN SOME INEQUALITIES FOR FRAMES IN HILBERT SPACES

  • Sultanzadeh, Fahimeh;Hassani, Mahmood;Omidvar, Mohsen Erfanian;Gol, Rajab Ali kamyabi
    • Korean Journal of Mathematics
    • /
    • 제29권4호
    • /
    • pp.725-732
    • /
    • 2021
  • This paper aims to present a new lower bound for some inequalities related to Frames in Hilbert space. Some refinements of the inequalities for general frames and alternate dual frames under suitable conditions are given. These results refine the remarkable results obtained by Balan et al. and Gavruta.

NATURAL ORTHONORMAL BASES ASSOCIATED WITH FINITE FRAMES

  • Ha, Young-Hwa;Ryu, Han-Young
    • 호남수학학술지
    • /
    • 제29권1호
    • /
    • pp.1-8
    • /
    • 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.

WLAN에서 스트리밍 서비스이 QoS를 제공하기 위한 GOP 패턴 및 프레임 중요도에 따른 버퍼 관리 기술 (A Buffer Management Algorithm based on the GOP Pattern and the Importance of each Frame to Provide QoS for Streaming Services in WLAN)

  • 김재현;이현진;이규환;노병희
    • 한국정보통신설비학회:학술대회논문집
    • /
    • 한국정보통신설비학회 2008년도 정보통신설비 학술대회
    • /
    • pp.372-375
    • /
    • 2008
  • IEEE 802.11e standardized the EDCA mechanism to support the priority based QoS. And the virtual collision handler schedules the transmission time of each MAC frame using the internal back-off window according to the access category(AC). This can provides the differentiated QoS to real-time services at the medium traffic load condition. However, the transmission delay of MAC frame for real-time services may be increased as the traffic load of best effort service increases. It becomes more critical when the real-time service uses a compressed mode video codec such as moving picture experts group(MPEG) 4 codec. That is because each frame has the different importance. That is, the I-frame has more information as compared with the P- and the B-frame. In this paper, we proposed a buffer management algorithm based on the frame importance and the delay bound. The proposed algorithm is consisted of the traffic regulator based on the dual token bucket algorithm and the active queue management algorithm. The traffic regulator reduces the transmission rate of lower AC until that the virtual collision handler can transmit an I-frame. And the active queue management discards frame based on the importance of each frame and the delay bound of head of line(HoL) frame when the channel resource is insufficient.

  • PDF

Wind loads for high-solidity open-frame structures

  • Amoroso, Samuel D.;Levitan, Marc L.
    • Wind and Structures
    • /
    • 제14권1호
    • /
    • pp.1-14
    • /
    • 2011
  • Open frame structures, such as those commonly found in industrial process facilities, are often densely occupied with process related equipment. This paper presents a method for estimating wind loads for high-solidity open frame structures that differs from current approaches, which accumulate wind load contributions from various individual structure components. The method considers the structure as a porous block of arbitrary plan dimension that is subject to wind from any direction. The proposed method compares favorably with wind tunnel test results for similar structures. The possibility of defining an upper bound force coefficient is also discussed.

뼈대구조의 신뢰성 해석 (Reliability Analysis of Frame Strctures)

  • 이정재;고재군;김한중
    • 한국농공학회지
    • /
    • 제36권1호
    • /
    • pp.116-127
    • /
    • 1994
  • A reliability analysis model for the frame structure which grafts the discretized ideal plastic method to the stochastic finite element method is introduced. The proposed method simmulates realistically the sequencial occurrence of plastic hinges and yields the probability of failure directly from the geometrical and material properties of a frame structure. The presented method can also take into account the uncertainties inherent in loads and resisten- ces through the stochastic finite element technique. The analysis results are compared with those of the Monte Carlo Simmulation, the Bound Theory, and the fs-unzipping method, and show good agreement.

  • PDF

유니온 상한을 이용한 터보코드의 인터리버 설계 (Design of Turbo Code Interleaver Using Union Bound)

  • 안홍영
    • 대한전자공학회:학술대회논문집
    • /
    • 대한전자공학회 2000년도 추계종합학술대회 논문집(1)
    • /
    • pp.161-164
    • /
    • 2000
  • Given the frame size and constituent encoders, interleaver plays a central role in a turbo code performance. Interleaver should be designed to generate a heavy weight codeword in the second encoder if the first encoder generates a low weight codeword. In this paper we present a search procedure for high performace interleaver whose performance is measured by computing union bound using the weight spectrum of all the weight 2, 3

  • PDF

고속율 무선 PAN에서 지연한도를 갖는 멀티미디어 트래픽을 위한 동적 채널시간할당 방법 (Dynamic Channel Time Allocation Scheme for Multimedia Traffic with Delay Bound in High-Rate Wireless PANs)

  • 김선명;조영종
    • 대한전자공학회논문지TC
    • /
    • 제42권11호
    • /
    • pp.1-12
    • /
    • 2005
  • 무선 PAN에서 채널시간할당(Channel time allocation) 알고리즘은 실시간 멀티미디어 서비스가 요구하는 엄격한 QoS (Quality of Service) 요구사항을 보장하는데 있어 가장 중요한 요소 중 하나이다. 본 논문에서는 IEEE 802.15.3 고속율 무선 PAN에서 MPEG 스트림과 같은 멀티미디어 트래픽의 지연을 보장하기 위한 동적 채널시간할당 알고리즘을 제안한다. 제안된 알고리즘은 MPEG 스트림의 특성을 이용하고 DEV(Device)는 채널시간할당을 수퍼프레임(Superframe) 끝에서 PNC(Piconet coordinator)로 요청한다. 채널시간할당 요청 정보를 갖고 있는 동적 파라미터를 PNC로 전달하기 위해 미니 패킷이라는 피드 백(Feedback) 제어 패킷을 이용한다. 하나의 수퍼프레임 동안에 각 DEV에 할당될 채널시간은 MPEG 프레임 종류와 트래픽양, MPEG 프레임의 지연한도(Delay bound) 등에 따라 동적으로 변한다. 시뮬레이션을 통하여 제안된 방법의 성능을 다른 방법과 비교 분석한다. 비교 분석결과, 제안된 방법이 지연한도를 보장하면서 높은 성능을 보임을 확인하였다.

DISTANCE BETWEEN CONTINUOUS FRAMES IN HILBERT SPACE

  • Amiri, Zahra;Kamyabi-Gol, Rajab Ali
    • 대한수학회지
    • /
    • 제54권1호
    • /
    • pp.215-225
    • /
    • 2017
  • In this paper, we study some equivalence relations between continuous frames in a Hilbert space ${\mathcal{H}}$. In particular, we seek two necessary and sufficient conditions under which two continuous frames are near. Moreover, we investigate a distance between continuous frames in order to acquire the closest and nearest tight continuous frame to a given continuous frame. Finally, we implement these results for shearlet and wavelet frames in two examples.