• 한국인터넷방송통신학회논문지
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• 제14권5호
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• pp.243-248
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• 2014

외부 광원여부에 상관없이 3D정보를 수신할 수 있는 Microsoft의 3D 모션 센서인 키넥트의 Depth frame을 사용하여 물체의 움직임 영역을 감지할 수 있는 방법을 연구하였다. 센서로부터 수신되는 Depth 정보 중 주로 물체의 경계면에 존재하는 노이즈를 제거하기 위해 픽셀의 x, y좌표에 대한 블러링 기법과 z좌표에 대한 주파수 필터를 적용하였다. 또한 인접 픽셀들의 변화량에 따른 군집화 필터를 적용함으로서 움직이는 물체 영역을 추출할 수 있었고 필터 설정에 따라 기준이상의 빠른 움직임을 감지할 수 있도록 하여 이동형 로봇에 응용할 수 있도록 하였다. 특히 IR 카메라에 의하여 만들어지는 Depth frame을 이용함으로써 주야간 모두 제약 없이 사용할 수 있다. 또한 직진 방향으로 움직이는 물체에 대해서도 입체적으로 감지할 수 있어 무인 로봇영역에 응용할 수 있다.

• 대한인간공학회지
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• 제28권4호
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• pp.61-69
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• 2009

With increasing needs for affective design, it became an essential part in a product development process to look up quantitative ergonomic data that reflects customers' preferences on design factors in various products. This study looked at wide LCD monitors and analyzed customers' affective preferences regarding monitor's bezel frame size and shape. The monitor's bezel frame depth, size and ratio were selected as independent variables among many design parameters. As dependent variables, customer's subjective preferences were measured. A statistical analysis revealed that monitor's bezel frame depth, size and ratio had significant effects on customer's preferences. Also, it was possible to find a different tendency on affective variables and their levels for 19" and 24" wide LCD monitors. In general, experiments revealed that customers reacted more sensitively in 24" wide LCD monitors to all variables. In 19" wide LCD monitors, only the lower frame bezel size had a significant effect, otherwise, lower, upper and side frame bezels appeared to be effective variables in 24" monitors. In order to reflect customer's affective preferences to new design of wide LCD monitors, this study is expected to provide quantitative ergonomic data and guidelines for the design of wide LCD monitor's bezel frame depth and size.

• 한국컴퓨터그래픽스학회논문지
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• 제24권5호
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• pp.21-30
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• 2018

본 논문에서는 현실감을 높이기 위한 청각적 기술로 기하학적 방법을 사용하는 광선 추적(ray-tracing) 기반의 3D Sound rendering기술인 Sound-tracing을 사용한다. Sound-tracing은 사운드 전파(sound propagation)단계에서 많은 비용이 든다. 사운드 전파 비용을 감소시키기 위해 제안하는 알고리즘은 이전 프레임들의 평균 유효 frame 수를 계산하고 그 수치를 기반으로 공간에 따른 depth를 조절하는 방법이다. 실험 결과 depth를 조절하지 않은 결과와 비교하면 음원이 실내에 있었을 때 path 손실률은 0.72%이고 탐색 및 충돌검사 단계(traversal & Intersection test)가 85.13%의 계산량 감소를 보이고 전체 frame rate는 4.48% 증가하였다. 음원이 실외에 있었을 때 path 손실률은 0%이고 탐색 및 충돌검사 단계가 25.01%의 계산량 감소를 보이고 전체 frame rate가 7.85% 증가하였다. 이는 path 손실률을 최소화하면서 렌더링 성능을 올릴 수 있었다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제4권6호
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• pp.1209-1221
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• 2010

Three dimensional (3D) video is expected to be an important application for broadcast and IP streaming services. One of the main limitations for the transmission of 3D video over IP networks is network bandwidth mismatch due to the large size of 3D data, which causes fatal decoding errors and mosaic-like damage. This paper presents a novel selective frame discard method to address the problem. The main idea of the proposed method is the symmetrical discard of the two dimensional (2D) video frame and the depth map frame. Also, the frames to be discarded are selected after additional consideration of the playback deadline, the network bandwidth, and the inter-frame dependency relationship within a group of pictures (GOP). It enables the efficient utilization of the network bandwidth and high quality 3D IPTV service. The simulation results demonstrate that the proposed method enhances the media quality of 3D video streaming even in the case of bad network conditions.

• 한국대기환경학회지
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• 제34권5호
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• pp.735-747
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• 2018

Rainfall depth is an important meteorological information. Generally, high spatial resolution rainfall data such as road-level rainfall data are more beneficial. However, it is expensive to set up sufficient Automatic Weather Systems to get the road-level rainfall data. In this paper, we propose to use deep learning to recognize rainfall depth from road surveillance videos. To achieve this goal, we collect a new video dataset and propose a procedure to calculate refined rainfall depth from the original meteorological data. We also propose to utilize the differential frame as well as the optical flow image for better recognition of rainfall depth. Under the Temporal Segment Networks framework, the experimental results show that the combination of the video frame and the differential frame is a superior solution for the rainfall depth recognition. The final model is able to achieve high performance in the single-location low sensitivity classification task and reasonable accuracy in the higher sensitivity classification task for both the single-location and the multi-location case.

• International Journal of Contents
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• 제10권3호
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• pp.9-16
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• 2014

Depth-image-based rendering is generally used in real-time 2D-to-3D conversion for 3DTV. However, inaccurate depth maps cause flickering issues between image frames in a video sequence, resulting in eye fatigue while viewing 3DTV. To resolve this flickering issue, we propose a new 2D-to-3D conversion scheme based on fast and robust depth-map generation from a 2D video sequence. The proposed depth-map generation algorithm divides an input video sequence into several cuts using a color histogram. The initial depth of each cut is assigned based on a hypothesized depth-gradient model. The initial depth map of the current frame is refined using color and motion information. Thereafter, the depth map of the next frame is updated using the difference image to reduce depth flickering. The experimental results confirm that the proposed scheme performs real-time 2D-to-3D conversions effectively and reduces human eye fatigue.

• 융합신호처리학회논문지
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• 제5권2호
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• pp.96-105
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• 2004

2차원 이미지로부터 3차원 이미지 복원은 각 픽셀까지의 깊이 정보가 필요하고, 3차원 모델의 복원에 관한 일반적인 수작업은 많은 시간과 비용이 소모된다. 본 논문의 목표는 카메라가 이동하는 중에, 획득된 단안 영상에서 영역의 상대적인 깊이 정보를 추출하는 것이다. 카메라 이동에 의한 영상의 모든 점들의 움직임은 깊이 정보에 종속적이라는 사실에 기반을 두고 있다. 전역 탐색 기법을 사용하여 획득한 움직임 벡터에서 카메라 회전과 배율에 관해서 보상을 한다. 움직임 벡터를 분석하여 평균 깊이를 측정하고, 평균 깊이에 대한 각 영역의 상대적 깊이를 구하였다. 실험결과 영역의 상대적인 깊이는 인간이 인식하는 상대적인 깊이와 일치한다는 것을 보였다.

• 한국지진공학회논문집
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• 제24권5호
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• pp.233-241
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• 2020

This paper is to investigate the retrofitting effect for a non-seismic reinforced concrete frame strengthened by perimeter steel moment frames with indirect integrity, which ameliorates the problems of the direct integrity method. To achieve this, first, full-scale tests were conducted to address the structural behavior of a two-story non-seismic reinforced concrete frame and a strengthened frame. The non-seismic frame showed a maximum strength of 185 kN because the flexural-shear failure at the bottom end of columns on the first floor was governed, and shear cracks were concentrated at the beam-column joints on the second floor. The strengthened frame possessed a maximum strength of 338 kN, which is more than 1.8 times that of the non-seismic specimen. A considerable decrease in the quantity of cracks for the strengthened frame was observed compared with the non-seismic frame, while there was the obvious appearance of the failure pattern due to the shear crack. The lateral-resisting capacity for the non-seismic bare frame and the strengthened frame may be determined per the specified shear strength of the reinforced columns in accordance with the distance to a critical section. The effective depth of the column may be referred to as the longitudinal length from the border between the column and the foundation. The lateral-resisting capacity for the non-seismic bare frame and the strengthened frame may be reasonably determined per the specified shear strength of the reinforced columns in accordance with the distance to a critical section. The effective depth of the column may be referred to as the longitudinal length from the border between the column and the foundation. The proposed method had an error of about 2.2% for the non-seismic details and about 4.4% for the strengthened frame based on the closed results versus the experimental results.

• Structural Engineering and Mechanics
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• 제45권1호
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• pp.33-52
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• 2013

In this study, the effects of crack depth and crack location on the in-plane free vibration of cracked frame structures have been investigated numerically by using the Finite Element Method. For the rectangular cross-section beam, a crack element is developed by using the principles of fracture mechanics. The effects of crack depth and location on the natural frequency of multi-bay and multi-store frame structures are presented in 3D graphs. The comparison between the present work and the results obtained from ANSYS shows a very good agreement.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1991년도 봄 학술발표회 논문집
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• pp.61-67
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• 1991

Conventional aseismic design methods of reinforced concrete frame all but disregard the state of damage over the entire building frame. This paper presents an automated damage-contorlled design method, which aims for uniform damage distribution throughout the entire building frame, as measured by the individual mumber damage indexes. Three design parameters, namely the longitudinal steel ratio, the confinement steel ratio and the frame member depth, were studied for their influence on the frame responce to an earthquake. The usefulness of this design method is demonstrated with a four story example office building predicting the extent of structural damage.