• 제목/요약/키워드: Input interaction

검색결과 573건 처리시간 0.04초

모바일 기기 환경의 인터렉티브 모션 기반 콘텐츠 개발 도구와 DEVS 모델링 (DEVS Modeling for Interactive Motion-based Mobile Contents Authoring Tool)

  • 주승환;최요한;임용수;서희석
    • 디지털산업정보학회논문지
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    • 제11권2호
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    • pp.121-129
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    • 2015
  • Interactive media is a method of communication in which the output from the media comes from the input of the users. The interactive media lets the user go back with the media. Interactive media works with the user's participation. The media still has the same purpose but the user's input adds the interaction and brings interesting features to the system for a better enjoyment. We need a digital content using a dynamic motion and gesture of the mobile device. We made an authoring tool for content producers to easily create interactive content. We have tried to take advantage of the interaction by using a touch screen and a gravity sensor of the mobile device. This interaction may lead to allow the user to participate in the content, it can be used as a key device to assist in engagement. Furthermore, our authoring tool can be applied to various fields of publishing content.

Time domain earthquake response analysis method for 2-D soil-structure interaction systems

  • Kim, Doo-Kie;Yun, Chung-Bang
    • Structural Engineering and Mechanics
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    • 제15권6호
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    • pp.717-733
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    • 2003
  • A time domain method is presented for soil-structure interaction analysis under seismic excitations. It is based on the finite element formulation incorporating infinite elements for the far field soil region. Equivalent earthquake input forces are calculated based on the free field responses along the interface between the near and far field soil regions utilizing the fixed exterior boundary method in the frequency domain. Then, the input forces are transformed into the time domain by using inverse Fourier transform. The dynamic stiffness matrices of the far field soil region formulated using the analytical frequency-dependent infinite elements in the frequency domain can be easily transformed into the corresponding matrices in the time domain. Hence, the response can be analytically computed in the time domain. A recursive procedure is proposed to compute the interaction forces along the interface and the responses of the soil-structure system in the time domain. Earthquake response analyses have been carried out on a multi-layered half-space and a tunnel embedded in a layered half-space with the assumption of the linearity of the near and far field soil region, and results are compared with those obtained by the conventional method in the frequency domain.

몰입형 가상교육을 위한 입력장치 (Input Device for Immersive Virtual Education)

  • 정구철;임성민;김상연
    • 한국실천공학교육학회논문지
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    • 제5권1호
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    • pp.34-39
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    • 2013
  • 본 연구에서는 사용자에게 가상환경에 존재하는 교육컨텐츠와 자연스럽게 안터랙션 할 뿐 아니라 인터랙션 양에 따라서 사용자에게 햅틱 정보를 전달해 줄수 있는 휴대용 입력장치를 제시한다. 제안하는 시스템은 사용자의 움직임을 측정하고 움직임에 따라서 사용자에게 햅틱 정보를 되돌려 준다. 교육 컨텐츠와 사용자의 인터랙션에 따른 햅틱 감각을 생성하기 위해 제안하는 입력장치는 모션 제어기, 햅틱 액츄에이터, 무선 통신 모듈, 그리고 모션센서로 구성한다. 사용자의 모션 입력을 측정하기 위해서 가속도 선서를 사용한다. 실험을 통해 제안하는 시스템이 떨림없이 안정적이고 연속적인 햅틱 감각이 생성됨을 파악한다.

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Nonlinear interaction and dynamic compensators

  • Ishijima, Shintaro;Kojima, Akira
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1993년도 한국자동제어학술회의논문집(국제학술편); Seoul National University, Seoul; 20-22 Oct. 1993
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    • pp.558-561
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    • 1993
  • The main difference between a linear system and a nonlinear system is the existence of direct interactions between input signals. These interactions will be classified into three types, (1) self-interaction among different order terms of control signals, (2) static mutual interactions between the control signals, and (3) dynamic interactions through the coefficient venctor fields of the control variables. In this paper, we will show that interactions of type (2) and (3) can be avoided by applying an appropriate dynamic compensator, while the interaction of type (1) is fatal.

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반지하구조물 내진설계를 위한 지반거동 (Input Ground Motion for the Seismic Analysis of Embedded Structures)

  • 김용석
    • 전산구조공학
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    • 제1권2호
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    • pp.91-100
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    • 1988
  • 최근 구조물과 지반간의 상호작용이 원자력 발전시설, 해상구조물, 기계기초 등에 대한 내진설계시 매우 중요하다는 것이 일반화되고 있다. 그러나 지금까지 구조물 내진설계시 이러한 구조물이나 지반의 특성이 무시됐었다. 내진설계상 구조물 밑에 있는 지반에 의한 세가지 주된 영향은 Soil Amplification, Kinematic Interaction과 Inertial Interaction이다. 이 논문에서는 반지하구조물 내진설계시 필요한 지반거동을 Soil Amplification과 Kinematic Interaction을 고려하여 구하였으며, 1971년 San Fernando 지진기록으로부터 그 특성을 실제적으로 입증하였다.

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공정제어 구조합성에서의 상호작용 해석 (Interaction Analysis in Process Control System Structure Synthesis)

  • 고재욱
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1987년도 한국자동제어학술회의논문집; 한국과학기술대학, 충남; 16-17 Oct. 1987
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    • pp.643-646
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    • 1987
  • A criterion is developed for the, selection of the best pairing of the control and manipulated variables and for the interaction analysis of decentralized multi-input multi-output control systems. This criterion is based on the difficulty caused by the interaction terms in finding the in-verse of the block steady gain matrix. A quantitative measure of the best pairing is obtained from the resemblance of a set of independent block multi-loop systems. Several examples show the validity of the pairing criterion.

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궤도 설계 동하중 산정을 위한 차량/궤도 상호작용 해석기법 개발 (Development of a Numerical Analysis Method of Train/Track Interaction for Evaluation of Dynamic Track Design Load)

  • 양신추
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2002년도 추계학술대회 논문집(II)
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    • pp.1094-1099
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    • 2002
  • In this paper, a numerical method for vehicle-track interaction analysis is developed to evaluate vertical dynamic force subjected to rail surface. A vehicle is modelled by lumped masses system and track by multi layered continuous beam system. The equation of motion of vehicle and track interaction system is derived by considering compatibility condition at the contact points between wheel and rail. The input vibration source is given by the empirical formula of power spectral density of track irregularity, which is suggested by FRA. Using this method, dynamic impact factors with the train speed are evaluated.

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인간-컴퓨터 상호작용을 위한 신경망 알고리즘기반 레이저포인터 검출 (Laser pointer detection using neural network for human computer interaction)

  • 정찬웅;정성문;이민호
    • 한국산업정보학회논문지
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    • 제16권1호
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    • pp.21-30
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    • 2011
  • 본 논문에서는 인간-컴퓨터 상호작용 시스템 구현을 위해 신경망 알고리즘을 적용하여 스크린 상의 레이저포인터를 효과적으로 검출하는 방법을 제안하였다. 제안된 신경망 알고리즘은 먼저 레이저포인터가 없는 입력 카메라 영상의 패치들을 학습시킨다. 학습된 선경망은 카메라 영상으로부터 얻은 입력 패치에 대해 출력 값을 발생시킨다. 만약 미세한 레이저빔의 변화가 입력영상에 감지되면 이를 증폭시켜 레이저 빔을 검출하는 역할을 한다. 제안된 시스템은 레이저포인터, 싼 가격의 웹캠 그리고 영상처리 프로그램으로 구현할 수 있다. 그리고 레이저포인터와 컴퓨터의 배경화면 색상이 유사한 경우에도 레이저포인터를 검출할 수 있는 장점이 있으므로 인간-컴퓨터 상호작용 시스템의 성능개선에 기여할 것이다.

Different approaches for numerical modeling of seismic soil-structure interaction: impacts on the seismic response of a simplified reinforced concrete integral bridge

  • Dhar, Sreya;Ozcebe, Ali Guney;Dasgupta, Kaustubh;Petrini, Lorenza;Paolucci, Roberto
    • Earthquakes and Structures
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    • 제17권4호
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    • pp.373-385
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    • 2019
  • In this article, different frequently adopted modeling aspects of linear and nonlinear dynamic soil-structure interaction (SSI) are studied on a pile-supported integral abutment bridge structure using the open-source platform OpenSees (McKenna et al. 2000, Mazzoni et al. 2007, McKenna and Fenves 2008) for a 2D domain. Analyzed approaches are as follows: (i) free field input at the base of fixed base bridge; (ii) SSI input at the base of fixed base bridge; (iii) SSI model with two dimensional quadrilateral soil elements interacting with bridge and incident input motion propagating upwards at model bottom boundary (with and without considering the effect of abutment backfill response); (iv) simplified SSI model by idealizing the interaction between structural and soil elements through nonlinear springs (with and without considering the effect of abutment backfill response). Salient conclusions of this paper include: (i) free-field motions may differ significantly from those computed at the base of the bridge foundations, thus put a significant bias on the inertial component of SSI; (ii) conventional modeling of SSI through series of soil springs and dashpot system seems to stay on the safer side under dynamic conditions when one considers the seismic actions on the structure by considering a fully coupled SSI model; (iii) consideration of abutment-backfill in the SSI model positively affects the general response of the bridge, as a result of large passive resistance that may develop behind the abutments.

소다석회유리의 CO2 레이저 스크라이빙 가공 (CO2 Laser Scribing Process of Soda Lime Glass)

  • 강승구;신중한
    • 한국기계가공학회지
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    • 제18권5호
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    • pp.74-81
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    • 2019
  • This study reports the CW $CO_2$ laser scribing of soda lime glass. In this study, scribing experiments are carried out at different laser powers, scan speeds, and focal positions to investigate the effect of the process parameters on the interaction characteristics between a laser beam and glass. In particular, the interaction characteristics are analyzed and described with the input laser energy per unit length. According to the experimental results, the damage threshold for the glass surface was found to exist between 0.072 and 0.08 J/mm. The input laser energy in this region induced partial melting of the surface and grain-shaped cracks. These cracks tended to increase as the input laser energy increased. At the laser input energy larger than 1 J/mm, a huge crack propagating along the scan direction was produced, and the volume below the scribed area was fully melted. The growth of this crack finally resulted in the complete cutting of the glass at the input laser energy above 8 J/mm. It was found that both the width and depth of the scribed line increased with increasing input laser energy. For the beam focusing at the rear surface, the width of the scribed line varied irregularly. This could be ascribed to the increased asymmetry of the beam intensity distribution when the laser beam was focused at the rear surface. Under this condition, a large burr was only produced on one side of the scribed line.