• 제목/요약/키워드: Data Frame

검색결과 2,304건 처리시간 0.026초

비비례하중을 재하한 3차원 강뼈대 구조물의 극한강도 실험 (Ultimate Strength Testing of 3-D Steel Frame Subjected to Non-Proportional Loads)

  • 김승억;강경원
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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    • pp.245-252
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    • 2001
  • The ultimate strength testing of a two-story, single-bay, and sway allowed space steel frame was performed. Considering a majority of large-scale frame tests in the past, only two-dimensional frames were experimentally studied. Therefore, three-dimensional experiment is needed to extend the knowledge of this field. The steel frame subjected to non-proportional vertical and horizontal load was tested. The load-displacement curve of the test frame is provided. The experiment results are useful for verification of the three-dimensional numerical analysis. The results obtained from 3D non-linear analysis using ABAQUS were compared with experimental data.

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Zigbee MAC 프로토콜기반 인체 응용을 위한 나노 네트워크의 슈퍼 프레임 설계 (Zigbee MAC Protocol based Super frame Design for In-body Nano-Network Applications)

  • 이경환;김성운
    • 한국멀티미디어학회논문지
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    • 제19권9호
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    • pp.1690-1697
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    • 2016
  • In a beacon-enabled Zigbee network, the slotted CSMA/CA mechanism based on the super frame structure fairly provides communication chance for each node and makes a reasonable usage of the available energy. In the case of wireless nano sensors that are implanted into the target human body area for detecting disease symptoms or virus, such a nano-network requires a similar type of channel sharing and transmission of short length event-driven data. In this paper, for nano-network's in-body applications, we aim to design conceptually a new super frame derived from the existing beacon-enabled Zigbee MAC protocol. And we analyze the efficiency of the proposed super frame in the aspect of practical deployment.

Structural Behavior of Reinforced Concrete Slab Rigid-frame Bridge with H-Shaped Steel Girders

  • Nakai, Yoshiaki;Ha, Tuan Minh;Fukada, Saiji
    • 국제강구조저널
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    • 제18권4호
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    • pp.1219-1241
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    • 2018
  • This study aims towards the improvement of a reinforced concrete rigid-frame bridge in an effort to reduce the construction and maintenance costs, and achieve an improved seismic performance. Correspondingly, a new structural rigid connection is proposed for H-shaped steel girders and reinforcing bars at the corner of the rigid-frame structure. Both experiments and numerical analyses were performed. Prototype models were constructed and subjected to static loading tests to reveal their load-carrying capacity and failure mode. Numerical models were then developed using finite elements to evaluate the experimental results. Analyses elicited good agreement between simulation and experimental data and validated the numerical models. Moreover, the validity of the proposed rigid connection was confirmed, and the failure behavior was clarified. Finally, a full-size model of the reinforced concrete rigid-frame bridge with H-shaped steel girders was constructed and subjected to destructive loading tests to evaluate structural integrity of the proposed rigid connection.

뉴스 동영상 자동 의미 분석 알고리즘 (An Automatic News Video Semantic Parsing Algorithm)

  • 전승철;박성한
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2001년도 하계종합학술대회 논문집(3)
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    • pp.109-112
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    • 2001
  • This paper proposes an efficient algorithm of extracting anchor blocks for a semantic structure of a news video. We define the FRFD to calculate the frame difference of anchor face position rather than simply uses the general frame difference. Since, The FRFD value is sensitive to existing face in frame, anchor block can be efficiently extracted. In this paper, an algorithm to extract a face position using partial decoded MPEG data is also proposed. In this way a news video can be structured semantically using the extracted anchor blocks.

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압축된 영상 시퀀스에서 내용 기반 색인을 위한 장면 분석 및 키 프레임 추출 (The Scene Analysis and Keyframe Extraction for Content-Based Indexing on Compressed Image Sequence)

  • 오상헌;김상렬;김주도;이근영
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 1999년도 추계종합학술대회 논문집
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    • pp.605-608
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    • 1999
  • In this paper, we proposed several scene analysis algorithms. These algorithms using image difference and histogram operate on the sequence of DC coefficient which is extracted from Motion JPEG or MPEG without full-frame decompression. Since DC sequence has the most information of full frame while it has reduced data. Experimental results show less than 1/64 of full frame analysing complexity and exactly analyze scene changes and extract key frames.

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우주측지기술을 이용한 지구기준좌표계 결정 (Determination of Terrestrial Reference Frame using a Space Geodetic Technique)

  • 유성문;조정호
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2010년 춘계학술발표회 논문집
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    • pp.43-44
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    • 2010
  • We present the analysis of space geodetic technique observation, Satellite Laser Ranging (SLR), to LAGEOS1 and LAGEOS2 for the definition of the Terrestrial Reference Frame (TRF). The data were analyzed in 7day arcs during about 9 years (2000/01/10 ~ 2008/12/29) using NASA Goddard's GEODYN/SOLVE II software. The comparison of the coordinates between ITRF2005 and TRF solutions determined in this work shows that there is no significant bias.

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참조 프레임 모델링과 차영상을 이용한 포격 탐지 기법 (Gunnery Detection Method Using Reference Frame Modeling and Frame Difference)

  • 김재협;송태언;고진신;문영식
    • 전자공학회논문지CI
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    • 제49권4호
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    • pp.62-70
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    • 2012
  • 본 논문에서는 참조 프레임 모델링과 차영상에 기반한 포격 탐지 기법을 제안한다. 차영상은 표적 탐지 분야에서 가장 기본적으로 활용되는 기법이며, 움직임 변화가 심한 표적에 대한 탐지기법에 주로 사용된다. 제안하는 기법은 포격 표적을 목적으로 하고 있으며, 포격 표적은 시간에 따라 크기 및 에너지가 급격히 변화하는 표적이다. 따라서, 차영상 기반의 접근이 가능하며, 초고속 영상 장비 내에서 우수한 성능을 보장할 수 있다. 차영상 기반의 기법은 참조 프레임을 설정하는 방법이 매우 중요하다. 제안하는 기법은 표적이 발생하기 전의 프레임의 정보를 이용하여 참조 프레임을 모델링하여 실시간으로 갱신하며, 프레임 내 각 픽셀에 대하여 개별적인 통계적 계산을 수행한다. 본 논문에서는 포격 표적을 포함하는 73개의 적외선 영상에 대하여 탐지 및 오경보 성능을 실험하였으며, 오경보율을 시간당 1회 이하로 설정할 경우 95.7%의 탐지 성능을 확인하였다.

Experimental research on seismic behavior of a composite RCS frame

  • Men, Jinjie;Zhang, Yarong;Guo, Zhifeng;Shi, Qingxuan
    • Steel and Composite Structures
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    • 제18권4호
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    • pp.971-983
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    • 2015
  • To promote greater acceptance and use of composite RCS systems, a two-bay two-story frame specimen with improved composite RCS joint details was tested in the laboratory under reversed cyclic loading. The test revealed superior seismic performance with stable load versus story drift response and excellent deformation capacity for an inter-story drift ratio up to 1/25. It was found that the failure process of the frame meets the strong-column weak-beam criterion. Furthermore, cracking inter-story drift ratio and ultimate inter-story drift ratio both satisfy the limitation prescribed by the design code. Additionally, inter-story drift ratios at yielding and peak load stage provide reference data for Performance-Based Seismic Design (PBSD) approaches for composite RCS frames. An advantage over conventional reinforced concrete and steel moment frame systems is that the displacement ductility coefficient of the RCS frame system is much larger. To conclude, the test results prove that composite RCS frame systems perform satisfactorily under simulated earthquake action, which further validates the reliability of this innovative system. Based on the test result, some suggestions are presented for the design of composite RCS frame systems.

Equivalent frame model and shell element for modeling of in-plane behavior of Unreinforced Brick Masonry buildings

  • Kheirollahi, Mohammad
    • Structural Engineering and Mechanics
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    • 제46권2호
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    • pp.213-229
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    • 2013
  • Although performance based assessment procedures are mainly developed for reinforced concrete and steel buildings, URM (Unreinforced Masonry) buildings occupy significant portion of buildings in earthquake prone areas of the world as well as in IRAN. Variability of material properties, non-engineered nature of the construction and difficulties in structural analysis of masonry walls make analysis of URM buildings challenging. Despite sophisticated finite element models satisfy the modeling requirements, extensive experimental data for definition of material behavior and high computational resources are needed. Recently, nonlinear equivalent frame models which are developed assigning lumped plastic hinges to isotropic and homogenous equivalent frame elements are used for nonlinear modeling of URM buildings. The equivalent frame models are not novel for the analysis of masonry structures, but the actual potentialities have not yet been completely studied, particularly for non-linear applications. In the present paper an effective tool for the non-linear static analysis of 2D masonry walls is presented. The work presented in this study is about performance assessment of unreinforced brick masonry buildings through nonlinear equivalent frame modeling technique. Reliability of the proposed models is tested with a reversed cyclic experiment conducted on a full scale, two-story URM building at the University of Pavia. The pushover curves were found to provide good agreement with the experimental backbone curves. Furthermore, the results of analysis show that EFM (Equivalent Frame Model) with Dolce RO (rigid offset zone) and shell element have good agreement with finite element software and experimental results.

동영상에서 배경프레임을 이용한 차량 프레임 검출 (Car Frame Extraction using Background Frame in Video)

  • 남석우;오해석
    • 정보처리학회논문지B
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    • 제10B권6호
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    • pp.705-710
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    • 2003
  • 본 연구는 동영상으로부터 내용기반 검색을 위하여 동영상의 연속된 프레임간의 영상의 내용 변화를 찾아내어 프레임의 시간정보와 번호판 프레임 영상을 통하여 얻어진 정보를 데이터베이스화하여 검색하는 시스템을 제안한다. 얻어진 동영상을 배경프레임과 처리프레임의 비교영역의 영상의 특징정보를 비교하여 원하는 프레임을 찾는다. 차량의 통과 시간과 차량의 번호판 프레임을 자동으로 추출하여 동영상을 내용과 함께 저장하여 원하는 차량의 동영상 부분을 보여주는 웹에서의 검색시스템이다. 이는 교통정보를 구축 동영상이 포함하고 있는 내용 즉 통과 차량의 정보를 제공할 수 있게 된다.