• 한국방송∙미디어공학회:학술대회논문집
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• 한국방송공학회 2009년도 추계학술대회
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• pp.119-122
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• 2009

멀티미디어 처리 분야의 급속한 발전으로 인해 3차원 TV (3DTV)는 차세대 방송 시스템 시장에서 가장 주목을 받는 제품이 되었다. 3DTV는 사용자가 원하는 시점을 자유롭게 선택할 수 있고, 입체감을 제공하여 사용자가 마치 그 곳에 있는 듯한 효과를 줄 수 있다. 지금까지 입체 영상은 스테레오 영상을 기반으로 하나의 시점에 대한 입체 영상을 제공했지만 최근에는 다시점 영상을 이용하여 다양한 위치에서의 입체 영상을 제공하는 기술이 연구되고 있다. 다시점 영상은 사용자에게 임의 시점의 영상에 대한 시청을 가능케 하여 입체감 있는 화면을 제공할 수 있다. 입체감 있는 영상을 만들기 위해서는 다시점 영상의 시점 간 가상 시점을 생성할 수 있도록 하고 깊이 정보를 포함하고 있는 깊이 영상 (Depth Image)을 획득하여야 한다. 획득된 깊이 영상 데이터와 다시점 비디오 데이터를 동시에 전송하는 다시점 비디오 시스템이 상용화되기 위해서는 방대한 양의 데이터를 효율적으로 압축하는 다시점 비디오 부호화 기술 개발이 필수적이다. 본 논문에서는 기존의 컬러 영상의 효율적인 압축 방법을 제안하던 다시점 비디오 부호화 기술에 국한되지 않고 3차원 영상 화질을 객관적으로 높일 수 있도록 깊이 영상의 효율적 압축 기법에 대한 새로운 방법을 제안한다.

• Computers and Concrete
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• 제6권6호
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• pp.451-472
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• 2009

Based on a numerical method to analyse the full-range behaviour of prestressed concrete beams with unbonded tendons, parametric studies are carried out to investigate the influence of 11 parameters on the curvature ductility of unbonded prestressed concrete (UPC) beams. It is found that, among various parameters studied, the depth to prestressing tendons, depth to non-prestressed tension steel, partial prestressing ratio, yield strength of non-prestressed tension steel and concrete compressive strength have substantial effects on the curvature ductility. Although the curvature ductility of UPC beams is affected by a large number of factors, rather simple equations can be formulated for reasonably accurate estimation of curvature ductility. Conversion factors are introduced to cope with the difference in partial safety factors, shapes of equivalent stress blocks and the equations to predict the ultimate tendon stress in BS8110, EC2 and ACI318. The same equations can also be used to provide conservative estimates of ductility of UPC beams with compression steel.

• Computers and Concrete
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• 제3권1호
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• pp.65-77
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• 2006

This study reports the details of the finite element analysis of eleven shear critical partially prestressed concrete T-beams having steel fibers over partial or full depth. Prestressed concrete T-beams having a shear span to depth ratio of 2.65 and 1.59 and failing in the shear have been analyzed using 'ANSYS'. The 'ANSYS' model accounts for the nonlinear phenomenon, such as, bond-slip of longitudinal reinforcements, post-cracking tensile stiffness of the concrete, stress transfer across the cracked blocks of the concrete and load sustenance through the bridging of steel fibers at crack interface. The concrete is modeled using 'SOLID65'-eight-node brick element, which is capable of simulating the cracking and crushing behavior of brittle materials. The reinforcements such as deformed bars, prestressing wires and steel fibers have been modeled discretely using 'LINK8' - 3D spar element. The slip between the reinforcement (rebar, fibers) and the concrete has been modeled using a 'COMBIN39'-non-linear spring element connecting the nodes of the 'LINK8' element representing the reinforcement and nodes of the 'SOLID65' elements representing the concrete. The 'ANSYS' model correctly predicted the diagonal tension failure and shear compression failure of prestressed concrete beams observed in the experiment. The capability of the model to capture the critical crack regions, loads and deflections for various types of shear failures in prestressed concrete beam has been illustrated.

• 상하수도학회지
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• 제22권6호
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• pp.681-687
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• 2008

It is well known that the water infiltration rate depends on soil properties such as soil water content, water head, capillary suction, density, hydraulic conductivity, and porosity. However, most of proposed infiltration models assume that the air phase is continuous and in equilibrium with the atmosphere or air compression and air entrapment on infiltration was not considered. This study presents experimental results on unsaturated water infiltration to relate air entrapment and hydraulic conductivity function based on soil air properties. The objectives of this study were to measure change of soil air pressure ahead of wetting front under air drain and air confined condition to find the confined air effect on infiltration rate, to reduce the entrapped air volume related with soil air pressure to increase the soil permeability, and to make a basis of infiltration process model for the purpose of improvement of infiltration rate in the homogeneous soil column. The results of the work show that soil air pressure increases according to increasement of the saturated soil depth rather than the wetting front depth during infiltration process.

• 한국방재학회 논문집
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• 제5권4호
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• pp.29-36
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• 2005

본 연구는 부산 가덕도 부근 해성점토에 대하여 일축압축시험을 실시하여 일축압축강도, 최대강도에서의 변형률, 심도와의 관계를 비교 및 분석하였으며 시료에 포함되어 있는 불순물과 시료채취시 충진율이 흙의 일축압축강도와 교란도에 미치는 영향을 파악하였다. 시험결과 시료의 일축압축강도는 최대강도에서의 변형률이 증가함에 따라 감소하는 결과를 보였으며 채취 심도가 깊을수록, 시료채취시의 충진율이 좋을수록 증가하는 추세를 보였다. 특히 시료 충진율의 증가는 일축압축강도 증가를 가져왔고 시료의 등급 또한 높여주었다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제13권6호
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• pp.3165-3181
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• 2019

Spherical videos, which are also called 360-degree videos, have become increasingly popular due to the rapid development of virtual reality technology. However, the large amount of data in such videos is a huge challenge for existing transmission system. To use the existing encode framework, it should be converted into a 2D image plane by using a specific projection format, e.g. the equi-rectangular projection (ERP) format. The existing high-efficiency video coding standard (HEVC) can effectively compress video content, but its enormous computational complexity makes the time spent on compressing high-frame-rate and high-resolution 360-degree videos disproportionate to the benefits of compression. Focusing on the ERP format characteristics of 360-degree videos, this work develops a fast decision algorithm for predicting the coding unit depth interval and adaptive mode decision for intra prediction mode. The algorithm makes full use of the video characteristics of the ERP format by dealing with pole and equatorial areas separately. It sets different reference blocks and determination conditions according to the degree of stretching, which can reduce the coding time while ensuring the quality. Compared with the original reference software HM-16.16, the proposed algorithm can reduce time consumption by 39.3% in the all-intra configuration, and the BD-rate increases by only 0.84%.

• 한국응급구조학회지
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• 제23권1호
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• pp.113-123
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• 2019

Purpose: The aim of this study was to provide basic data to improve the survival rate of pre-hospital cardiac arrest patients. This study suggests a more effective method of performing effective chest compressions for a cardiac arrest patient in a moving ambulance. Methods: To compare the differences between gender and license (qualification), SPSS 18.0 (Windows) was used. Independent and paired t-tests were used for differences between before and after wearing a rescuer's belt. Results: The success rate of chest compressions according to gender was higher in males ($68{\pm}21.91%$) than in females ($25.04{\pm}16.88%$). There was no difference according to license ($44.70{\pm}26.63$ for paramedic, $45.05{\pm}19.25$ for nurse). However, the depth (mm) and the success rate (%) were improved during the evaluation of chest compressions when wearing the rescuer's belt (depth: $46.95{\pm}6.49$ vs. $49.55{\pm}6.05$, success rate: $44.80{\pm}24.66$ vs. $57.39{\pm}26.823$). Conclusion: Wearing a rescuer's belt in an ambulance during patient transport can result in deeper and more accurate chest compressions; therefore, it is expected to be effective in recovering the circulation of patient with cardiac arrest.

• 대한건축학회논문집:구조계
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• 제36권2호
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• pp.127-136
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• 2020

Prism compressive strength is the most influential parameter to evaluate the seismic performance of non-structural concrete brick masonry walls, and is affected by the practice and workmanship of masonry workers. This study experimentally investigates the influence of workmanship on prism compressive strength throughout the compressive test with prism specimens constructed according to masonry workmanship. To do this, the workmanship is categorized into good, fair, and poor conditions which are statistically evaluated with thickness and indentation depth of bed-joints. Then, the effect of workmanship on the structural properties of masonry prisms is evaluated by investigating relations between properties such as their compressive strength, elastic modulus and numerical parameters such as thickness, filling of bed-joints. This study demonstrates that the indentation depth is more important parameter for structural properties of masonry prisms and masonry prisms with loss in bed-joint area less than of 7% can be in fair condition.

• Steel and Composite Structures
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• 제45권2호
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• pp.193-204
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• 2022

The need for establishing the contribution of pultruded FRP encasements and additional FRP wraps around these encasements to the shear strength and load-deflection behavior of reinforced concrete beams is the main motivation of the present study. This paper primarily focuses on the effect of additional wrapping around the composite beam on the flexural and shear behavior of the pultruded GFRP (Glass Fiber Reinforced Polymer) beams infilled with reinforced concrete, taking into account different types of failure according to av/H ratio (arch action, shear-tension, shear-compression and pure bending). For this purpose, nine hybrid beams with variable shear span-to-depth ratio (av/H) were tested. Hybrid beams with 500 mm, 1000 mm, and 1500 mm lengths and cross-sections of 150x100 mm and 100x100 mm were tested under three-point and four-point loading. Based on the testing load-displacement relationship, ductility ratio, energy dissipation capacity of the beams were evaluated with comprehensive macro damage analysis on pultruded GFRP profile and GFRP wrapping. The GFRP wraps were established to have a major contribution to the composite beam ductility (90-125%) and strength (40-75%) in all ranges of beam behavior (shear-dominated or dominated by the coupling of shear and flexure). The composite beams with wraps were showns to reach ductilities and strength values of their counterparts with much greater beam depth.

• 방송공학회논문지
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• 제14권5호
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• pp.551-560
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• 2009

본 논문에서는 MPEG 3차원 비디오 표준 깊이정보 맵에 대한 효율적인 무손실 압축 방법을 제안한다. 일반적으로 깊이정보 맵을 부호화할 때 자연영상에 적용되는 H.264 등의 동영상 부호화 방법을 그대로 사용하고 있는데, 이러한 부호화 방법은 깊이정보 맵의 영상특성을 고려하지 않은 방법이다. 본 논문에서는 깊이정보 맵의 무손실 압축 방법으로 MPEG-4 Part-2 Visual의 이진 형상 부호화를 이용한 비트평면 부호화 방법을 제안하였다. 실험결과로서 제안하는 방법이 28.91:1의 압축률을 실현하였고, 화면 내 예측만을 수행한 경우에 JPEG-LS보다 24.84%, JPEG-2000보다 39.35%, H.264 (CAVLC 적용)보다 30.30% 그리고 H.264 (CABAC 적용)보다 16.65% 정도의 비트량 절감을 실현하였고, 또한 화면 내 예측뿐만 아니라 화면 간 예측을 모두 수행한 경우에 H.264 (CAVLC 적용)보다 36.22% 그리고 H.264 (CABAC 적용)보다 23.71% 정도의 비트량 절감을 실현할 수 있었다.