• 제목/요약/키워드: frame distribution method

검색결과 228건 처리시간 0.022초

Encryption Scheme for MPEG-4 Media Transmission Exploiting Frame Dropping

  • Shin, Dong-Kyoo;Shin, Dong-Il;Shin, Jae-Wan;Kim, Soo-Han;Kim, Seung-Dong
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제4권5호
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    • pp.925-938
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    • 2010
  • Depending on network conditions, a communication network could be overloaded when media are transmitted. Research has been carried out to lessen network overloading, such as by filtering, load distribution, frame dropping, and other methods. Among these methods, one of the most effective is frame dropping, which reduces specified video frames for bandwidth diminution. In frame dropping, B-frames are dropped and then I- and P-frames are dropped, based on the dependency among the frames. This paper proposes a scheme for protecting copyrights by encryption, when frame dropping is applied to reduce the bandwidth of media based on the MPEG-4 file format. We designed two kinds of frame dropping: the first stores and then sends the dropped files and the other drops frames in real time when transmitting. We designed three kinds of encryption methods using the DES algorithm to encrypt MPEG-4 data: macro block encryption in I-VOP, macro block and motion vector encryption in P-VOP, and macro block and motion vector encryption in I-, P-VOP. Based on these three methods, we implemented a digital rights management solution for MPEG-4 data streaming. We compared the results of dropping, encryption, decryption, and the quality of the video sequences to select an optimal method, and found that there was no noticeable difference between the video sequences recovered after frame dropping and the ones recovered without frame dropping. The best performance in the encryption and decryption of frames was obtained when we applied the macro block and motion vector encryption in I-, P-VOP.

부유식 해양도시의 동적응답특성 (Dynamic Response Characteristics of a Floating Ocean City in Waves)

  • 구자삼;홍석원
    • 한국해양공학회지
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    • 제8권2호
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    • pp.80-92
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    • 1994
  • The dynamic response characteristics of a floating ocean city are examined for presenting the basic data for the design of huge offshore structures supported by a large number of floating bodies in waves. The numerical approach which is accurate in linear system is based on combination of a three dimensional source distribution method, wave interaction theory and the finite element method of using the space frame element. The hydrodynamic interactions among the floating bodies are taken into account in their exact form within the context of linear potential theory in the motion and structural analysis. The method is applicable to an arbitrary number of three dimensional bodies having any individual body geometries and geometrical arrangement with the restriction that the circumscribed, bottom-mounted. Imaginary vertical cylinder for each body does not contain any part of the other body. The validity of this procedure was verified by comparing with experimental results obtained in the literature.

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Fuzzy dynamic structural analysis of two-dimensional frame

  • Stemberk, Petr;Kruis, Jaroslav
    • Structural Engineering and Mechanics
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    • 제25권2호
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    • pp.147-160
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    • 2007
  • In this paper, a dynamic analysis based on the fuzzy set theory is presented as a possible complementary tool to the classical stochastic methods for dynamic analyses. Material parameters of a structure are influenced by uncertainties and therefore they are considered to be fuzzy quantities with given distributions, that means fuzzy numbers with given membership functions. The fuzzy dynamic analysis is conducted with help of fuzzy arithmetic defined on the so-called ${\alpha}$-cuts. The results of the analysis are also obtained in the form of fuzzy numbers, which compared to the stochastic methods is less computationaly expensive while at the same time they still provide information about the distribution of a quantity. This method is demonstrated on an analysis of a two-dimensional frame subjected to possible seismic load, where the uncertain eigenmodes and eigenfrequencies are used in the modal analysis.

반잠수식 초대형 해양구조물의 파랑중 탄성응답특성 (Hydroelastic Response Characteristics of a Very Large Offshore Structures of Somisubmersible Type in waves)

  • 구자삼;김경태;홍봉기
    • 한국해양공학회지
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    • 제13권4호통권35호
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    • pp.19-27
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    • 1999
  • To design a very large floating structure, such as a floating airport, we have to estimate the hydroelastic responses of a very large floating structure (VLFS) exactly. We developed the numerical method for estimating the hydroelastic responses of the VLFS. The developed numerical approach is based on a combination of the three-dimensional source distribution method, the wave interaction theory and the finite element method for structurally treating the space frame elements. The Numerical results of the hydroelastic responses and steady drift forces of a somisubmersible type offshore structure, which is supported by the 33(3 by 11) floating bodies, with various bending rigidities are illustrated.

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통합 전력품질 제어기의 과전류 보호방법에 관한 연구 (A Study on Over Current Protection Method of Unified Power Quality Conditioners)

  • 채범석;이우철;이택기;현동석
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2001년도 전력전자학술대회 논문집
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    • pp.543-547
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    • 2001
  • A protection scheme for Unified Power Quality Conditioner (UPQC) is presented and analyzed in this paper. The proposed UPQC has the series active power filter operated as a high impedance k($\Omega$) to the fundamentals when short-circuit faults occur in the power distribution system, and three control strategies are proposed in this paper. The first is the method by detecting the fundamental source current through the p-q theory, the second is the method by detecting the fundamental component of load current in Synchronous Reference Frame(SRF) and the third is the method by detecting the input voltage. When the short-circuit fault occur in the power distribution system, the proposed scheme protects the UPQC without additional protection circuits. The validity of proposed protection scheme is investigated through simulation results.

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전신방사선조사에서 치료방법에 따른 선량분포 특성 비교 (Comparison of Distribution following Treatment Method in Total Body Irradiation)

  • 김성규;김명세;신세원
    • 한국의학물리학회지:의학물리
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    • 제6권2호
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    • pp.21-28
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    • 1995
  • 전신방사선조사를 시행할 때 우선적으로 해결되어야 할 과제는 총선량의 결정과 머리, 목, 폐, 복부, 골반과 다리등 모든 부위에 동일한 선량을 조사하는 것이다. 본 연구에서는 머리, 목, 폐등 밀도와 두께에 따른 선량보정을 A1으로 만든 조직보상체를 이용하는 미네소타대학 방법(방법 1) 과 소아들이 장시간 동안 편안한 자세로 움직이지 않고 치료받을수 있도록 본원에서 개발한 고정치료틀에 조직등가물질로 머리, 목, 폐등을 보정한 방법(방법 2)의 선량분포를 비교검토하였다. 방법 1에서는 95.6%에서 100%의 선량분포를 보였으며, 방법 2 에서는 95.4%에서 100%의 선량분포를 보였다. 또한 방법 2 에서 중심 부위와 표면 부위의 선량분포는 머리 부위에서 103.4%, 목 부위에서 101.5%, 배꼽 부위에서 102.3%를 나타내었다.

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백혈병에서 골수이식을 위한 전신방사선조사시 선량분포 특성 (Dose Distribution of Total Body Irradiation for Bone Marrow Transplantation in Leukemia)

  • 김성규;김명세;신세원
    • 한국의학물리학회지:의학물리
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    • 제7권2호
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    • pp.47-55
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    • 1996
  • 백혈병 환자에서 골수이식을 하기전 전신방사선조사를 시행할 때 우선적으로 해결되어야 할 과제는 총선량의 결정과 머리, 목, 폐, 복부, 골반과 다리등 모든 부위에 동일한 선량을 조사하는 것이다. 본 연구에서는 머리, 목, 폐등 밀도와 두께에 따른 선량보정을 Al으로 만든 조직보상체를 이용하는 미네소타대학 방법(방법 1) 과 소아들이 장시간 동안 편안한 자세로 움직이지 않고 치료받을수 있도록 본원에서 개발한 고정치료틀에 조직등가불질로 머리, 목, 폐등을 보정한 방법(방법 2)의 선량분포를 비교검토하였다. 또한 슬로안-케트링 병원에서 시행하고 있는 똑바로 앉아 치료하는 경우(방법 3) 선량분포와 폐 차폐에 따른 차폐체 제작 및 여러 가지 문제들을 고려하였다. 방법 1에서는 95.6% 에서 100%의 선량 분포를 보였으며, 방법 2에서는 95.4%에서 100%의 선량분포를 보였다. 또한 방법 2에서 중심 부위와 표면 부위의 선량분포는 머리 부위에서 103.4%, 목 부위에서 101.5%, 배꼽 부위에서 102.3%를 나타내었다.

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Prediction of response of reinforced concrete frames exposed to fire

  • Balaji, Aneesha;Muhamed Luquman, K.;Nagarajanb, Praveen;Pillai, T.M. Madhavan
    • Advances in Computational Design
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    • 제1권1호
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    • pp.105-117
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    • 2016
  • The objective of this work is to study the restraining effect in fire resistance of framed structures and to evaluate the global response of reinforced concrete frames when exposed to fire based on advanced finite element method. To study the response a single portal frame is analyzed. The effect of floor slab on this frame is studied by modeling a beam-column-slab assembly. The evolution of temperature distribution, internal stresses and deformations of the frame subjected to ISO 834 standard fire curve for both the frames are studied. The thermal and structural responses are evaluated and a comparison of results of individual members and entire structure is done. From the study it can be seen that restraining forces has significant influence on both stresses and deflection and overall response of the structure when compared to individual structural member. Among the various structural elements, columns are the critical members in fire and failure of column causes the failure of entire structure. The fire rating of various structural elements of the frame is determined by various failure criteria and is compared with IS456 2000 tabulated fire rating.

Comparison of machine learning algorithms for regression and classification of ultimate load-carrying capacity of steel frames

  • Kim, Seung-Eock;Vu, Quang-Viet;Papazafeiropoulos, George;Kong, Zhengyi;Truong, Viet-Hung
    • Steel and Composite Structures
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    • 제37권2호
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    • pp.193-209
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    • 2020
  • In this paper, the efficiency of five Machine Learning (ML) methods consisting of Deep Learning (DL), Support Vector Machine (SVM), Random Forest (RF), Decision Tree (DT), and Gradient Tree Booting (GTB) for regression and classification of the Ultimate Load Factor (ULF) of nonlinear inelastic steel frames is compared. For this purpose, a two-story, a six-story, and a twenty-story space frame are considered. An advanced nonlinear inelastic analysis is carried out for the steel frames to generate datasets for the training of the considered ML methods. In each dataset, the input variables are the geometric features of W-sections and the output variable is the ULF of the frame. The comparison between the five ML methods is made in terms of the mean-squared-error (MSE) for the regression models and the accuracy for the classification models, respectively. Moreover, the ULF distribution curve is calculated for each frame and the strength failure probability is estimated. It is found that the GTB method has the best efficiency in both regression and classification of ULF regardless of the number of training samples and the space frames considered.

통합 전력품질 제어기의 과전류 보호방법에 관한 연구 (A Study on Over Current Protection Method of Unified Power Quality Conditioners)

  • 이우철;김한정
    • 조명전기설비학회논문지
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    • 제16권5호
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    • pp.22-28
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    • 2002
  • 본 논문에서는 직렬형, 병렬형 능동전력필터로 구성되어 있는 통합전력품질 제어기(UPQC)의 과전류에 대한 보호기법이 제시되며, 해석된다. 제안된 과전류 보호기법은 직렬형 능동전력필터에 과전류의 기본파 성분에 대해서고 임피던스를 갖는 기능을 부여함으로써 구현하였으며, 세 가지 방법을 제시하였다. 첫 번째 방법은 p-q이론을 이용하여 기본파 전원전류를 검출하여 보호하는 방법, 두 번째 방법은 동기 좌표계에서 부하전류의 기본파 성분을 검출하여 보호하는 방법, 세 번째 방법은 입력전압을 검출하여 보호하는 방법이다. 전원계통에서 과전류가 흘렀을 경우 제안된 방법들은 UPQC에 부가적인 회로 없이 보호해 줄 수 있다. 제안된 방법의 타당성은 시뮬레이션 결과를 통하여 입증된다.