• 전자공학회논문지A
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• 제33A권10호
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• pp.40-47
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• 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.

• 방송공학회논문지
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• 제19권2호
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• pp.250-256
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• 2014

현재 MPEG에서 무료(royalty-free) 비디오 코덱으로 표준화 중인 IVC(Internet Video Coding)에서는 저지연(low-delay) 모드 부호화 구조에서 비참조 P 프레임 부호화 기법을 사용하여 부호화 성능 이득을 얻고 있다. IVC 시험모델 ITM(IVC Test Model) 4.0에 채택되어 있던 기존의 비참조 P 프레임 기법은 움직임 벡터(MV)의 크기를 이용하여 적응적으로 고정된 부호화 구조의 비참조 P 프레임을 적용하였으나 시퀀스에 따라서 오히려 부호화 성능이 크게 떨어지는 단점이 있었다. 본 논문에서는 이러한 기존의 적응적 비참조 P 프레임 부호화 성능을 개선하기 위하여 기존의 고정된 비참조 P 프레임의 구조를 변경하는 기법과 MV와 함께 참조 프레임 대비 비참조 프레임의 발생 비트량 비를 함께 사용하는 적응적 기법을 제시한다. 실험결과 제안된 기법은 시퀀스에 따른 큰 성능 저하 없이 ITM 7.0 대비 6.6% 정도의 비트율 감소를 얻음을 확인하였다.

• Applied Biological Chemistry
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• 제42권2호
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• pp.128-133
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• 1999

참치내장 중 유문수 조직에 내재되어 있는 단백질 분해효소를 부분정제하여 추출한 후 민태 frame 단백질의 효소적 가수분해에 이용하였으며, 제조된 가수분해물을 한외여과막을 이용하여 분자량 크기에 따라 분획한 후 기능성을 개선시킬 목적으로 cyclic sodium trimetaphosphate를 이용하여 인산화 민태 frame 단백질 가수분해 물을 제조하고, 용해도, 유화성 및 포말성 등과 같은 기능성을 검토하였다. 1 가수분해물의 기능성 개선을 목적으로 가수분해물에 STMP를 처리하여 인산화된 가수분해물을 제조하였으며, IR 스펙트럼으로 인산화를 확인한 결과, $1300\;cm^{-1}$에서 P=O의 흡수띠를, $1000{\sim}1100\;^{-1}$에서 P-O-C와 alkyl group에 결합된 P-O-C의 흡수띠를 확인하였다. 2. 민태 frame 단백질 가수분해물을 인산화시킴으로써 용해도는 물론 유화성 및 유화 안정성 그리고 포말 안정성 등 기능성의 개선에 크게 효과를 나타내었다. 특히 분자량이 가장 큰 획분인 P-30K 가수분해물은 모든 기능성 부분에서 좋은 결과를 나타내어 미이용자원으로부터 기능성이 부여된 새로운 가치의 물질로서 활용이 기대된다.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2002년도 춘계학술발표논문집 (상)
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• pp.139-142
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• 2002

본 논문은 이 기종간의 표준 압축형식을 변환하는데 있어 실시간 변환이 가능하도록 하며 프레임의 특성을 이용하여 압축률을 좀 더 높여 보는데 그 목적을 두고 있다. 이 기종간의 표준 압축형식 변환으로 MPEG2에서 H.263으로의 변환을 시도하였다. MPEG2에서 H.263으로 변환 시 압축률을 높이기 위한 분석결과 MPEG2 의 P 프레임내 인트라 매크로블록이 H.263 의 P 프레임의 인트라 매크로블록 수보다 많다는 것을 알 수 있었다. 따라서 본 논문에서는 P 프레임의 압축률을 높이기 위하여 P 프레임내의 인트라 매크로블륵 변환 과정에 움직임 예측과정을 삽입하고 움직임 예측 과정의 복잡도를 줄이기 위하여 Guided 탐색 방법을 사용하여 MPEG2 P 프레임에 생성된 인트라 매크로블록의 개수를 줄일 수 있다는 것을 제안하였다.

• Earthquakes and Structures
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• 제22권5호
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• pp.517-526
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• 2022

In this paper, nonlinear P-delta effects are studied on the seismic performance, and the modal responses of a flexural frame, considering large deformations. Using multiple scales method, the nonlinear differential equations of motion are estimated, and the nonlinear interactions between the frame's degrees of freedom are outcropped. The results of time and frequency domain analyzes of a dynamic model are examined under internal resonance cases, and the linear and nonlinear responses are investigated in each modal cases. Also, changing the modal responses with respect to the amplitude and frequency of the harmonic forces is evaluated. It is shown that the dominant absorption of energy is in the first natural frequency of the frame, in the case of earthquake excitation, and when a harmonic force is applied to the frame, the peaks of the frequency domain responses depending on the frequency of harmonic force are in the first, and second or third natural frequency of the structure.

• 정보처리학회논문지B
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• 제15B권6호
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• pp.575-584
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• 2008

미디어의 전송시 네트워크의 상황에 따라 통신망의 과부하가 발생할 수 있으며, 이를 줄이기 위해서 필터링, 부하 분산기법, 막힘 제어 기법, 프레임 드로핑 등의 많은 연구가 진행되었다. 이들 중 효과적인 방법은 동영상의 비트율을 조절하기 위해 특정 비디오 프레임을 제거함으로써 대역폭의 감소를 가능하게 하는 프레임 드로핑(Frame dropping)이다. 프레임 드로핑은 프레임 간의 종속성이 가장 적은 B 프레임을 먼저 제거하고 종속성의 관계에 따라 I, P 프레임 순서대로 제거한다. 본 논문에서는 MPEG-4 미디어의 전송에 프레임 드로핑을 적용 하였으며 이때 암호화를 통하여 저작권을 보호할 수 있는 방법을 제안한다. 이를 위하여 서버에 저장되어있는 프레임 드로핑 이 이미 적용된 파일을 클라이언트에게 전송하는 방법과 서버에 저장되어있는 미디어 파일을 클라이언트에게 전송시 실시간으로 프레임 드로핑하는 두 가지 방법을 설계 구현 하였다. MPEG-4 데이터의 암호화에는 3가지 방법을 제안하였다: I-VOP내의 매크로 블록(Macro block) 암호화, P-VOP내의 매크로 블록과 모션벡터 암호화(Motion Vector), I-VOP내의 매크로블록과 P-VOP내의 모션벡터 암호화. MPEG-4 미디어의 전송시, 최적의 방법을 선택하기 위해 드로핑, 암호화, 복호화 및 영상의 품질을 비교하였으며 드로핑 후에도 원래의 영상과 큰 차이가 없었다. 암호화와 복호화에서는 I-VOP와 P-VOP를 모두 암호화 하였을 때가 가장 성능이 좋았다.

• 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.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2001년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2001
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• pp.235-242
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• 2001

Inelastic seismic response of steel moment frame structures, which are usually quite gravity load and subject to large displacement under severe earthquake, may be severly influenced by the structure P-Δ effects. The P-Δ effect may have an important impact on the dynamic behavior of the structure in the nonlinear seismic analysis. In multi degree of freedom systems P-Δ effects may significantly affect only a subset of stories or a single story alone. Therefore, a story drift amplification of structure is happened by P-Δeffects and such nonlinear dynamic behaviors are very difficult to evaluate in the structures. In this study, two systems having different design methods of steel moment frame structures are investigated to evaluate the P-Δ effects due to gravity load. The plastic hinge formations, maximum rotational ductility demands, and energy distribution will be compared and evaluated following whether the P-Δ effects are considered or not. And design methods are proposed for the prevention of the instability of structures which due to the P-Δ effects.

• Asian-Australasian Journal of Animal Sciences
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• 제28권1호
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• pp.69-78
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• 2015

A non-traditional forage-based protocol was employed to evaluate replacement heifer growth, fertility, and economics between small frame (SF, 3.50; n = 50) and large frame (LF, 5.56; n = 50) heifers using three increasing gain growth phases. Preceding an 85 d growing-breeding period (Phase 3; P3) the heifers were managed as a common group for Phases 1 and 2 (P1 and P2). During P1, heifers grazed common fields of unharvested corn and corn residue (total digestible nutrients [TDN] 56%) with supplemental hay. For P2, heifers grazed early spring crested wheatgrass pasture (CWG; TDN 62%) that was followed by the final P3 drylot growing and breeding period (TDN 68%). Small frame heifers were lighter at the end of P1 in May and at the start of P3 breeding in August (p = 0.0002). Percent of mature body weight (BW) at the end of P1 (209 d) was 48.7% and 46.8%, respectively, for the SF and LF heifers and the percent pubertal was lower for SF than for LF heifers (18.0% vs 40.0%; p = 0.02). At breeding initiation (P3), the percentage of mature BW was 57.8 and 57.2 and the percentage pubertal was 90.0 and 96.0 (p = 0.07) for the SF and LF heifers, respectively; a 5-fold increase for SF heifers. Breeding cycle pregnancy on days 21, 42, and 63, and total percent pregnant did not differ (p>0.10). In drylot, SF heifer dry matter intake (DMI) was 20.1% less (p = 0.001) and feed cost/d was 20.3% lower (p = 0.001), but feed cost/kg of gain did not differ between SF and LF heifers (p = 0.41). Economically important live animal measurements for muscling were measured in May and at the end of the study in October. SF heifers had greater L. dorsi muscle area per unit of BW than LF heifers (p = 0.03). Small frame heifer value was lower at weaning (p = 0.005) and the non-pregnant ending heifer value was lower for SF heifers than for the LF heifers (p = 0.005). However, the total development cost was lower for SF heifers (p = 0.001) and the net cost per pregnant heifer, after accounting for the sale of non-pregnant heifers, was lower for SF heifers (p = 0.004). These data suggest that high breeding efficiency can be attained among March-April born SF and LF virgin heifers when transitioned to a more favorable May-June calving period through the strategic use of grazed and harvested forages resulting in a lower net cost per pregnant SF heifer.

• Structural Engineering and Mechanics
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• 제32권2호
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• pp.321-335
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• 2009

When a roof frame is subjected to the airblast loading, the conventional way to analyze the damage of the frame or design the frame is to use single degree of freedom (SDOF) model. Although a roof frame consists of beams and girders, a typical SDOF analysis can be conducted only separately for each component. Thus, the rigid body motion of beams by deflections of supporting girders can not be easily considered. Neglecting the beam-girder interaction in the SDOF analysis may cause serious inaccuracies in the response values in both Pressure-Impulse curve (P-I) and Charge Weight-Standoff Diagrams (CWSD). In this paper, an inelastic two degrees of freedom (TDOF) model is developed, based on force equilibrium equations, to consider beam-girder interaction, and to assess if the modified SDOF analysis can be a reasonable design approach.