• 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.

• 국제초고층학회논문집
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• 제4권1호
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• pp.45-55
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• 2015

The rotation capacity of the moment connections could significantly influence on the seismic performance of steel moment resisting frames. Current seismic provisions require that beam-to-column connections in Intermediate Moment Frames (IMF) should have a drift capacity as large as 0.02 radian. The objective of this study was to evaluate the effect of the rotation capacity of moment connections on the seismic performance of high-rise IMFs. For this purpose, thirty- and forty-story high-rise IMFs were designed according to the current seismic design provisions. The seismic performance of designed model frames was evaluated according to FEMA P695. This study showed that the forty-story IMF satisfied the seismic performance objective specified in FEMA P695 when the rotation capacity of the connections was larger than 0.02. However, thirty-story IMFs satisfied the performance objective when the connection rotation capacity is larger than 0.03.

• 한국강구조학회 논문집
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• 제19권5호
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• pp.549-558
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• 2007

이 연구는 P.E.B. 골조 시스템 공장 현장에서 가장 많이 사용하고 있는 훅 볼트 형상의 골조 가새의 사용현황을 조사하여 그 문제점을 파악하기 위하여, 다양한 형상의 가새 (예를 들면, 로드 바, 로드 슈, 앵글)에 대한 구조성능실험을 실시한다. 그 실험결과의 분석, 비교를 통해서, 훅 볼트 형 가새의 기술적 한계를 평가하고, P.E.B. 골조에 적합한 인장가새의 기술을 제안한다.

• Steel and Composite Structures
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• 제18권1호
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• pp.165-185
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• 2015

The suspended zipper bracing system is suggested to reduce the flaws of ordinary zipper braced and concentric inverted V braced frames. In the design procedure of suspended zipper bracing systems, columns and top story truss elements are strengthened. This bracing system show different performances and characteristics compared with inverted V braced and ordinary zipper frames. As a result, a different response modification factor for suspend zipper frames is needed. In this research paper, the response modification factor of suspended zipper frames was obtained using the incremental dynamic analysis. Suspended zipper braced frames with different stories and bay lengths were selected to be representations of the design space. To analyze the frames, a number of models were constructed and calibrated using experimental data. These archetype models were subjected to 44 earthquake records of the FEMA-P695 project data set. The incremental dynamic analysis and elastic dynamic analysis were carried out to determine the yield base shear value and elastic base shear value of archetype models using the OpenSEES software. The seismic response modification factor for each frame was calculated separately and the values of 9.5 and 13.6 were recommended for ultimate limit state and allowable stress design methods, respectively.

• 대한기계학회논문집A
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• 제25권2호
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• pp.250-263
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• 2001

The up and down speed of heddle frames that produce woven cloth by insertion of weft yarns between warp yarns has been increased recently much for productivity improvement, which induces higher inertial stresses and vibrations in the heddle frame. the heddle frame is required to reduce its mass because the heddle frame contributes the major portion of the stresses in the heddle frames during accelerating and decelerating. Conventional aluminum heddle frames have fatigue life of around 5 months at 550rpm due to their low fatigue flexural strength as well as low bending stiffness. In this work, since carbon/epoxy composite materials have high specific fatigue strength(S/p), high specific modulus(E/p), high damping capacity and sandwich construction results in lower deflections and higher buckling resistance, the sandwich structure composed of carbon/epoxy composite skins and polyurethane foam were employed for the high-speed heddle frame. The design map for the sandwich beams was accomplished to determine the optimum thickness and the stacking sequences for the heddle frames. Also the effects of the number of ribs on the stress of the heddle frame were investigated by FEM analyses. Finally, the high-speed heddle frames were manufactured with sandwich structures and the static and dynamic properties of the aluminum and the composite heddle frames were tested and compared with each other.

• Computers and Concrete
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• 제12권4호
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• pp.393-411
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• 2013

In the analysis and design of reinforced concrete frames beam-column joints are sometimes assumed as rigid. This simplifying assumption can be unsafe because it is likely to affect the distributions of internal forces and moments, reduce drift and increase the overall load-carrying capacity of the frame. This study is concerned with the relevance of shear deformation of beam-column joints, in particular of exterior ones, on the quasi-static behavior of regular reinforced concrete sway frames. The included parametric studies of a simple sub-frame model reveal that the quasi-static monotonic behavior of unbraced regular reinforced concrete frames is prone to be significantly affected by the deformation of beam-column joints.

• 한국전자통신학회논문지
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• 제10권9호
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• pp.1009-1018
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• 2015

영상 압축에서 GOP의 첫 번째 프레임은 많은 비트를 발생시키는 인트라 모드로 압축되며, 다음 프레임의 인터 모드 압축에도 사용되기 때문에 첫 번째 프레임 압축에 사용되는 초기 QP 값은 첫 프레임뿐만 아니라 이후 프레임에도 영향을 주게 된다. 영상의 특성을 반영하여 전체 GOP의 품질을 최대로 하는 초기 QP 값을 결정하기 위하여 I 프레임과 P 프레임의 PSNR 비율을 이용하는 방법이 제안되었다. 본 논문에서는 PSNR 비율을 이용하는 방법에서 초기 QP를 쉽고 정확하게 결정하기 위한 트래픽 모델을 제안한다. 먼저 I 프레임과 P 프레임의 PSNR 비율과 GOP의 PSNR 사이의 관계에 대한 특성을 분석하여, 이 특성을 반영하는 모델을 제시하고 이를 이용한 초기 QP값을 결정한다. 실험 결과는 제안하는 방법을 이용한 초기 QP 결정 방법이 기존의 JVT 알고리즘에 비해 정확하게 최적의 초기 QP 값의 ${\pm}2$ 범위 내에서 초기 QP값을 예측하고 PSNR 성능도 더 우수함을 보여준다.

• Steel and Composite Structures
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• 제3권6호
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• pp.451-474
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• 2003

Details are given of a cold-formed steel portal framing system that uses simple bolted moment-connections for both the eaves and apex joints. However, such joints function as semi-rigid and, as a result, the design of the proposed system will be dominated by serviceability requirements. While serviceability is a mandatory design requirement, actual deflection limits for portal frames are not prescribed in many of the national standards. In this paper, a review of the design constraints that have an effect on deflection limits is discussed, and rational values appropriate for use with cold-formed steel portal frames are recommended. Adopting these deflection limits, it is shown through a design example how a cold-formed steel portal frame having semi-rigid eaves and apex joints can be a feasible alternative to rigid-jointed frames in appropriate circumstances.

• 한국디지털건축인테리어학회논문집
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• 제4권1호
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• pp.36-45
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• 2004

Allowable stress design method have been most widely used in steel structure in Korea. Recently, not only high-rise buildings but also medium or low-rise buildings were designed as steel structure. Most of low-rise steel buildings are designed as ordinary moment resisting frames(MRF). But MRFs don't have any lateral force resisting devices such as bracing in braced frames. This study focuses mainly on nonlinear seismic response analyses of small scale steel frames which will be used later as specimens for the evaluation of MRF's seismic performances. The main parameters of analyses are arrangement of column axis, $P-{\Delta}$ effect, acceleration factor etc. The object of this paper is to estimate the seismic performances of MRFs, which are mostly designed in Korea, through the results of response analyses.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2005년도 학술발표회 논문집
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• pp.129-136
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• 2005

Concentrically braced steel frames are considered as being quite prone to soft-story response due to the degradation in brace compressive resistance after buckling under severe ground motions. When combined with the system P-Delta effects, collapse of the concentrically braced frames by dynamic instability becomes a highly probable. In this study, a new, relatively simple dynamic instability coefficient was proposed for diagonally braced steel frames by considering the strength degradation of the brace after buckling. Nonlinear dynamic analysis was conducted to check the robustness of the proposed index based on simulated ground motions. The analysis results showed that the dynamic instability index proposed predicts the collapse potential more consistently than the conventional one. Dynamic instability was triggered when the index value was close to 0.7.