• 한국방송∙미디어공학회:학술대회논문집
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• 한국방송공학회 2014년도 하계학술대회
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• pp.262-263
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• 2014

현재 MPEG 에서 Royalty-Free 비디오 코덱인 Type-1 표준으로 진행중인 IVC(Internet Video Coding)에서는 저지연 모드(LD: Low-Delay) 부호화 구조에서 비참조 P 프레임 부호화 기법을 적응적으로 사용하여 부호화 이득을 얻고 있다. 비참조 P 프레임 기법은 P 프레임의 타입을 지정하여 고정된 부호화 구조의 비참조 P 프레임을 적용하고 있으나, ITM(IVC Test Model) 9.0 에 구현된 부호화 구조는 다중참조 프레임(MRF: Multiple Reference Frame)을 사용할 때 시간적 예측 거리가 먼 참조 프레임을 먼저 예측하는 단점이 있다. 본 논문에서는 다중참조 프레임에서 기존의 P 프레임 타입 설정을 변경하여 비참조 P 프레임의 부호화 구조를 개선하였다. 실험결과 제안 기법은 시퀀스에 따른 큰 성능 저하 없이 기존 기법 대비 0.6% 정도의 추가적인 비트율 감소로 얻음으로써 비참조 P 프레임 기법이 ITM 9.0 대비 7.9% 정도의 비트율 감소를 얻음을 확인하였다.

• 유체기계공업학회:학술대회논문집
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• 유체기계공업학회 2001년도 유체기계 연구개발 발표회 논문집
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• pp.454-459
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• 2001

The present study is concerned with the flow patterns induced by other impellers in a rectangular tank Impellers are FBT(Flat blade turbine), PBT(Pitched blade turbine), Shroud turbine, Rushton Turbine, and Helical ribbon turbine. The solution of flows in moving reference frames requires the use of 'moving' cell zone. The moving zone approaches are MRF(Multiple reference frame), which is a steady-state approximation and Sliding method, which is a unsteady-state approximation. Numerical results using two moving zone approaches are compared with experiments by Ranade & Joshi, which have done extensive LDA measurements of the flow generated by a standard six-bladed Rushton turbine in a cylindrical baffled vessel. In this paper we simulated the flow patterns with above mentioned moving zone approaches and impellers. Turbulence model is RNG k-$\epsilon$ model.

• 한국정보통신학회논문지
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• 제21권7호
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• pp.1355-1363
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• 2017

최근에 낮은 복잡도의 부호화기를 구현하기 위해 분산 비디오 부호화 와 압축센싱을 결합한 구조로서 분산 압축 비디오 센싱기술에 대한 연구가 활발히 진행되고 있다. 기존에 움직임 보상 블록 압축센싱 기술(MC-BCS-SPL)은 가장 간단한 표본화를 추구하면서 모든 압축센싱 프레임을 갖는 DCVS방식중의 효과적인 방안으로 다루어져 왔다. 이 방식은 키 프레임과 WZ 프레임으로 분리하여 압축센싱한다. 그러나 MC-BCS-SPL 방식은 복호화기에서 WZ 프레임을 복원할 때, 움직임이 큰 영상 시퀀스의 경우에 화질 저하가 발생시키는 단점이 존재한다. 본 논문에서는 이러한 기존의 문제점을 극복하기 위한 개선된 MC-BCS-SPL 방식을 제안한다. 제안한 방식은 연속적인 키 프레임 간 에 존재하는 높은 상관관계를 이용하여 키 프레임을 참조함으로써 초기 영상을 보정한다. GOP 예측 구조 방식에 따른 율-왜곡 성능을 비교한다. 다양한 실험 결과를 통하여 제안하는 알고리즘이 기존 알고리즘보다 더 좋은 화질을 제공함을 보여준다.

• 한국방송∙미디어공학회:학술대회논문집
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• 한국방송공학회 2006년도 학술대회
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• pp.127-132
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• 2006

Quantization in video coding plays an important role in controlling the bit-rate of compressed video bit-streams. It has been used as an important control means to adjust the amount of bit-streams to at]owed bandwidth of delivery networks and storage. Due to the dependent nature of video coding, dependent quantization has been proposed and applied for MPEG-2 video coding to better maintain the quality of reconstructed frame for given constraints of target bit-rate. Since Scalable Video Coding (SVC) being currently standardized exhibits highly dependent coding nature not only between frames but also lower and higher scalability layers where the dependent quantization can be effectively applied, in this paper, we propose a dependent quantization scheme for SVC and compare its performance in visual qualities and bit-rates with the current JSVM reference software for SVC. The proposed technique exploits the frame dependences within each GOP of SVC scalability layers to formulate dependent quantization. We utilize Lagrange optimization, which is widely accepted in R-D (rate-distortion) based optimization, and construct trellis graph to find the optimal cost path in the trellis by minimizing the R-D cost. The optimal cost path in the trellis graph is the optimal set of quantization parameters (QP) for frames within a GOP. In order to reduce the complexity, we employ pruning procedure using monotonicity property in the trellis optimization and cut the frame dependency into one GOP to decrease dependency depth. The optimal Lagrange multiplier that is used for SVC is equal to H.264/AVC which is also used in the mode prediction of the JSVM reference software. The experimental result shows that the dependent quantization outperforms the current JSVM reference software encoder which actually takes a linear increasing QP in temporal scalability layers. The superiority of the dependent quantization is achieved up to 1.25 dB increment in PSNR values and 20% bits saving for the enhancement layer of SVC.

• Coupled systems mechanics
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• 제2권2호
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• pp.175-190
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• 2013

Pounding damage has been observed frequently in major earthquakes in the form of aesthetic, minor or major structural cracks and collapse of buildings. Studies have identified a building located at one end of a row of buildings as very vulnerable to pounding damage, while buildings in the interior of the same row are assumed to be safer. This study presents the results of a shake table investigation of pounding between two and three buildings in a row. Two steel portal frames, one stiffer and another more flexible, were subjected to pounding against a frame with eight other configurations. Three pounding arrangements were considered, i.e., the reference frame (1) on the right of the second frame, (2) in the middle of two identical frames, and (3) on the right of two identical frames. Zero seismic gap was adopted for all tests. Five different ground motions are applied from both directions (right to left and left to right). The amplification of the maximum deflection due to pounding was calculated for each configuration. The results showed that, for the stiffer building in a row, row building pounding is more hazardous than pounding between only two buildings. The location of the stiffer frame, whether at the end or the middle of the row, did not have much effect on the degree of amplification observed. Additionally, for all cases considered, pounding caused less amplification for stronger ground motions, i.e., the ground motions that produced higher maximum deflection without pounding than other ground motions.

• Steel and Composite Structures
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• 제15권3호
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• pp.299-322
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• 2013

In the case of seismic-resistant composite dual moment resisting and eccentrically braced frames, the current design practice is to avoid the disposition of shear connectors in the expected plastic zones, and consequently to consider a symmetric moment or shear plastic hinges, which occur only in the steel beam or link. Even without connectors, the real behaviour of the hinge may be different from the symmetric assumption, since the reinforced concrete slab is connected to the steel element close to the hinge locations, and also due to contact friction between the concrete slab and the steel element. The paper presents the results and conclusions of experimental tests on composite portal eccentrically braced frames and beam-to-column moment-resisting joints, carried out within the CEMSIG Research Centre of the Politehnica University of Timisoara, in order to check the validity of the assumption stated above. Reference steel and composite specimens with and without connectors in the plastic zones have been tested under monotonic and cyclic seismic type loading.

• 한국정밀공학회지
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• 제23권5호
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• pp.51-58
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• 2006

The necessities for heightening fuel efficiency as well as lightweight design, lead to an increase of the use of aluminum alloys in the automobile industry. Extruded aluminum profile channels are used widely for the design of frame parts as lightweight assemblies, especially if a high stiffness is needed. While many applications can be realized with forming of hollow square-sectioned extruded profiles such as a stretch bending and a hydro-forming, some applications demand the use of a press bending which can be hardly found in the previous study. In this study, by introducing the use of a press bending into car sub-frames, the demands for higher accuracy as well as higher flexible method than the conventional methods will be satisfied. With respect to the design of sub-frames, the process planning was performed from the shape of a sub-frame product. The designed processes were analyzed by the commercial FEM code, DEFORM-3D. Forming dies for the each process were designed and prototypes of sub-frames were manufactured by the verified farming process. In addition, some of the important features of design parameters in the press bending were reviewed.

• Earthquakes and Structures
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• 제13권5호
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• pp.473-484
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• 2017

The objective of this paper is to report on a study of the use of unstiffened thin steel plate shear walls (SPSWs) for the seismic performance improvement of reinforced concrete frames with deficient lateral rigidity. The behaviour of reinforced concrete frames during seismic activities was rehabilitated with an alternative and occupant-friendly retrofitting scheme. The study involved tests of eight 1/3 scale, one bay, two storey test specimens under cyclic quasi-static lateral loadings. The first specimen, tested in previous test program, was a reference specimen, and in seven other specimens, steel infill plates were used to replace the conventional infill brick or the concrete panels. The identification of the load-deformation characteristics, the determination of the level of improvement in the overall strength, and the elastic post-buckling stiffness were the main issues investigated during the quasi-static test program. With the introduction of the SPSWs, it was observed that the strength, stiffness and energy absorption capacities were significantly improved. It was also observed that the experimental hysteresis curves were stable, and the composite systems showed excellent energy dissipation capacities due to the formation of a diagonal tension field action along with a diagonal compression buckling of the infill plates.

• 전력전자학회논문지
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• 제8권6호
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• pp.576-584
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• 2003

본 논문에서는 비 선형 단상부하에 의해 발생하는 전류 고조파를 보상하기 위한 단상능동전력필터의 새로운 제어방법을 제안한다. 부하전류에 시간지연을 주어 임의의 두 번째 상을 생성한 후 단상시스템을 두 상을 갖는 시스템으로 만들어 복소계산을 가능하게 한다. 기존의 방법은 부하전류를 1/4 T(T는 기본파의 주기) 만큼 지연시켜서 가상의 상을 만들었지만, 본 논문에서 제안하는 방법은 저역통과필터가 상 지연의 특성을 가지는 것을 이용하여 필터를 통과한 지연된 위상을 가진 새로운 신호를 두 번째 상으로 이용하였다. 두 개의 위상이 다른 상이 존재하므로 고조파 전류의 순시계산이 가능하게 된다. 기존의 고정좌표계를 이용하여 순시무효전력이론을 적용하지 않고, 본문에서는 전원주파수에 동기하는 회전좌표계를 사용하여 순시계산을 하였고, 보상전류 지령치를 구하였다. 전류원으로 사용되는 RL부하에 대하여 시뮬레이션과 실험을 수행하였고, 제안된 제어법의 유효성을 입증하였다.

• Earthquakes and Structures
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• 제4권1호
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• pp.85-108
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• 2013

The research presented in this paper deals with the seismic protection of existing frame structures by means of passive energy dissipation. A displacement-based procedure to design dissipative bracings for the seismic protection of frame structures is proposed and some applications are discussed. The procedure is based on the displacement based design using the capacity spectrum method, no dynamic non linear analyses are needed. Two performance objective have been considered developing the procedure: protect the structure against structural damage or collapse and avoid non-structural damage as well as excessive base shear. The compliance is obtained dimensioning dissipative braces to limit global displacements and interstorey drifts. Reference is made to BRB braces, but the procedure can easily be extended to any typology of dissipative brace. The procedure has been validated through a comparison with nonlinear dynamic response of two 2D r.c. frames, one bare and one infilled. Finally a real application, on an existing 3D building where dissipative braces available on market are used, is discussed.