• Title/Summary/Keyword: Dome

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39.3 Hyper-reality Head Dome Projector $^{TM}$(HDP) for future displays

  • Okumura, Haruhiko;Sasaki, Takashi;Hotta, Aira;Okada, Naotada
    • 한국정보디스플레이학회:학술대회논문집
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    • 2008.10a
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    • pp.1331-1334
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    • 2008
  • In this paper, we developed a novel hyperreality display called the Head Dome Projector (HDP). The HDP is a head-mounted display consisting of a dome-shaped screen with a very small radius of 40 cm, a mobile projector with ultra-wide projection lens and LED light sources. The main feature of the HDP is very wide viewing angle of 160 degrees horizontally by 120 degrees vertically comparable to the human visual field of view without head tracking and 360 degrees by 360 degrees with head tracking. According to our subjective evaluation comparing the HDP with a flat-panel display (FPD), the HDP realizes hyperreality 2.5 points higher than that realized by an FPD in the case of ${\pm}5$ level evaluation for HD motion images.

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Effects by Bracing Reinforcement on the Instability Phenomenon of Cable Domes (케이블 돔 구조물의 불안정 현상에 대한 브레이싱 보강 효과)

  • Kim, Seung-Deog;Kim, Hyung-Seok;Baek, In-Seong
    • Journal of Korean Association for Spatial Structures
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    • v.1 no.2 s.2
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    • pp.75-83
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    • 2001
  • The characteristics of structural behavior for a cable dome shows a strong nonlinearity and very sensitive by the initial imperfection. The instability phenomenon of Geiger-type cable dome structure is generated due to the in-plane twisting near the critical load level. In this study, therefore, the effect of bracing reinforcement resisting to the in-plane twisting is investigated for the Geiger-type model reinforced by bracing. The effect of initial imperfection is also studied because the structural instability phenomenon of shell-like structure is very sensitive according to the initial condition.

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Efficient Design Procedure of Concrete Dome and Ring Beam in Containment Structures (콘크리트 격납구조물 돔 및 링빔의 효율적인 설계 기법)

  • Jeon, Se-Jin;Kim, Young-Jin
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.139-140
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    • 2010
  • Combined analysis is required for the concrete dome and ring beam of containment structure due to the interaction in section forces. In this study, an efficient design procedure is proposed that can be used to determine the preliminary sections of the dome and ring beam as well as a proper level of prestress in the ring beam, prior to a detailed design. The procedure applies the membrane theory of the shell of revolution.

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The Analysis of Indoor Thermal Environment for Air Condition System in Dome Stadium (돔경기장의 공조방식에 따른 겨울철 열환경 분석)

  • Seok, Ho-Tae;Yang, Jeong-Hoon;Chae, Mun-Byoung
    • Journal of Korean Association for Spatial Structures
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    • v.9 no.2
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    • pp.53-63
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    • 2009
  • In this study selected the domestic dome stadium, and analyzed the indoor airflow and temperature distribution application to existing or abroad air condition system in winterabWe examined the appropriateness of flow guiding fans installed to mitigate the high-temperature.

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Application of Mid-story Isolation System for Seismic Response Reducing of Dome Structure (돔 구조물의 지진응답 저감을 위한 중간 면진장치의 적용)

  • Kim, Gee-Cheol;Kim, Su-Geun;Kang, Joo-Won
    • Journal of Korean Association for Spatial Structures
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    • v.16 no.4
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    • pp.37-44
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    • 2016
  • The seismic isolation system reduces the seismic vibration that is transmitted from foundation to upper structure. This seismic isolation system can be classified into base isolation and mid-story isolation by the installation location. In this study, the seismic behavior of dome structure with mid-story isolation is analyzed to verify the effect of seismic isolation. Mid-story isolation is more effective than base isolation to reduce the seismic responses of roof structure. Also, this isolation would be excellent in structural characteristics and construction.

Real-time Tracking and Identification for Multi-Camera Surveillance System

  • Hong, Yo-Hoon;Song, Seung June;Rho, Jungkyu
    • International Journal of Internet, Broadcasting and Communication
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    • v.10 no.1
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    • pp.16-22
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    • 2018
  • This paper presents a solution for personal profiling system based on user-oriented tracking. Here, we introduce a new way to identify and track humans by using two types of cameras: dome and face camera. Dome camera has a wide view angle so that it is suitable for tracking human movement in large area. However, it is difficult to identify a person only by using dome camera because it only sees the target from above. Thus, face camera is employed to obtain facial information for identifying a person. In addition, we also propose a new mechanism to locate human on targeted location by using grid-cell system. These result in a system which has the capability of maintaining human identity and tracking human activity (movement) effectively.

Behaviour of Space Truss Erected by Post-tensioning (포스트텐션에 의해 시공된 공간 트러스의 거동)

  • 김진우
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2000.10a
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    • pp.204-209
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    • 2000
  • This paper suggests that post-tensioned and dome-shaped space truss formed by post-tersionong is easy to fabricate in construction process. In particular, a laboratory model is used to show how a flat space truss system can be transformed into a dome-shaped space truss by means of post-tensioning. There are some diserpancy in vertical displacement of the dxperiment and theoretical analysis for space truss. Nonlinear analysis is used to predict the final shape shape of the space truss, the experiments tndicates that this construction method can offer economy over traditional methods. In addition, the analysis indicates that when all the sxisting mechanisms are controlled, the nonlinear finite element method is more reliable way to predict the shape of the dome-shaped space truss than the linear analysis.

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Reverse Chevron Transmalleolar Osteotomy for Exposure of the Medial Talar Dome Lesions - Operative Technique - (역 갈매기형 내과 절골술을 이용한 거골 원개 내측 병변에의 접근 -수술 방법-)

  • Cho, Seong-Beom;Lee, Keun-Bae;Choi, Jin;Kim, Byeong-Soo;Choi, Min-Sun
    • Journal of Korean Foot and Ankle Society
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    • v.10 no.2
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    • pp.255-258
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    • 2006
  • For the adequate intraarticular exposure in medial talar dome lesions, medial malleolar osteotomy is necessary in some cases. Many operative techniques including transverse, oblique, inverted V-shape, crescentic and step-cut osteotomies of the medial malleolus have been described previously. But their techniques have several problems such as nonunion, rotation and limited access to lesions. So we introduce the new reverse chevron medial malleolar osteotomy which provides excellent access to lesions, good stability and a broad cancellous surface for rapid healing.

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Numerical Study on Aneurysmal Blood Flow After Coil Embolization

  • Kyehan Rhee;Jeong, Woo-Won
    • International Journal of Precision Engineering and Manufacturing
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    • v.5 no.1
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    • pp.42-46
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    • 2004
  • Aneurysm embolization method using coils has been widely used. When partial blocking of an aneurysm is inevitable, the locations of coils are important since they change the flow patterns inside the aneurysm, which affect the embolization process. We calculated the flow fields inside the partially blocked lateral aneurysm models for different coil locations-proximal neck, distal neck, proximal dome and distal dome. Flow into the aneurysm sac was significantly reduced in the distally blocked models, and coils at the distal neck blocked inflow more effectively comparing to those at the distal dome. This study suggests that the distal neck should be the most effective location for aneurysm embolization.

A Study on the Static Instability Behaviour of the Zetlin Type Cable Dome Structures (Zetlin형 케이블 돔 구조물의 정적 불안정 거동에 관한 연구)

  • 김형석;김승덕;강문명
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2002.10a
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    • pp.541-548
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    • 2002
  • Membrane, cable structure and membrane-cable structural system are more lighter than another common structural system, and these are able to be effectively build Lip spatial structures using axial stiffness. However when the load reach at critical load level, it might be happened snap-through or bifurcation according to the structure's shape, and these collapse mechanism should be very important in the design of structures. So, In this paper we study static instability of Zetlin-type cable dome, one of the hybrid cable dome. Moreover, as the unstable behavior of shell structures are very sensitive to the initial condition, we seek to find the effect of initial condition.

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