• 제목/요약/키워드: Joint model

검색결과 2,582건 처리시간 0.03초

Flexural behavior of partially-restrained semirigid steel connections

  • Campione, G.;Scibilia, N.
    • Steel and Composite Structures
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    • 제1권4호
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    • pp.441-458
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    • 2001
  • We analyzed the experimental and theoretical behavior of a particular type of steel joint designed to connect beam to beam and able to transfer both shear forces and bending moments. This joint is characterized by the use of steel plates and bolts enclosed in the width of the beams. The experimental investigation was carried out characterizing the constituent materials and testing in flexure beams constituted by two portions of beams connected in the middle with the joint proposed. Connections having different characteristics in terms of thickness of plates, number and type of bolts were utilized. Flexure tests allow one to determine the loaddeflection curves of the beam tested and the moment-rotation diagrams of the connections, highlighting the strength and the strain capacity of the joints. The proposed analytical model allows one to determine the moment-rotation relationship of the connections, pointing out the influence of the principal geometrical and mechanic characteristics of single constituents on the full properties of the joint.

효율적인 스트리밍 전송을 위한 합성변조 CDMA 시스템에 관한 연구 (A Study on the Joint-modulation CDMA System for Efficient Streaming Transmission)

  • 이양선;강희조
    • 디지털콘텐츠학회 논문지
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    • 제6권4호
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    • pp.243-248
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    • 2005
  • 본 논문에서는 효율적인 스트리밍 전송을 위한 합성변조 CDMA시스템을 제안하고 전송 채널 환경은 나카가미 페이딩 모델을 도입하고 전자기기에서 방출되는 임펄스 간섭파를 채널 환경으로 모델링하여 합성변조기법을 채용한 CDMA 시스템의 성능을 분석하였다. 또한 MRC 다이버시티 기법과 BCH 코딩 기법을 이용하여 열화된 시스템 성능을 개선하였다.

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Joint Transmission 기반의 LTE-Advanced 시스템에 대한 호 수락 제어의 성능 분석 (Analysis of Call Admission Control for Joint Transmission-Based LTE-Advanced Systems)

  • 김승연;이형우;류승완
    • 한국통신학회논문지
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    • 제38B권7호
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    • pp.535-542
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    • 2013
  • Coordinated multi-point transmission (CoMP) is considered to be a promising technique to improve the throughput for LTE-Advanced systems. One important approach for CoMP is Joint Transmission (JT). However, the analytical model of JT has not been fully studied, as user equipments (UEs) receiving the desired signals from an adjacent base station (BS) as well as serving BS, or only serving BS were not distinguished. We derive a new analytical model to describe the call admission control in JT based systems. The performance measures of interest are the call blocking probability, and resource utilization. Furthermore, we compare the performance of JT-based systems and non-JT- based systems. The analytical results are in reasonable agreement with the simulation results.

결합부 유연성에 따른 감쇠거동에 관한 고찰 : 히스테레틱 감쇠 (Estimations of the Hysteretic Damping by Controlled Joint Flexibilities)

  • 윤성호
    • 소음진동
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    • 제9권2호
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    • pp.258-264
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    • 1999
  • The purpose of this paper is to investigate the damping behavior of a flexible joint. The slip at a structrual joint is selected at the tips of two identical cantilever beams adjoining each other. Both the direction of normal force and its magnitude varies due to the global deformation of the structure from mode to mode in the friction model. The friction dependent on vibration displacements resultsin the same functional behavior of the hysteretic material damping. Linearized energy loss factors are obtained as functions of both linear and torsional spring stiffness for their groups of symmetric and anti-symmetric modes, respectively. Experimental measurements as made for comparisons with analytical estimations by controlling the magnitude of fastening torque in the fastener, Hi-Lite. Trends on damping levelsmeasured in a very common vibration test method make an excellent agreement on the estimated damping levels.

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절리암반사면 굴착시 기존터널의 변형특성 (Deformation of Tunnel Affected by Adjacent Slope Excavation in a Joint Rock Mass)

  • 이진욱;이상덕
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.891-896
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    • 2008
  • 절리암반에서 기존 터널에 근접하여 사면을 굴착하면 터널의 거동은 절리와 사면의 경사에 따라 영향을 받는다. 본 연구에서는 실대형 실험을 실시하여 터널에 근접하여 사면을 굴착시 사면각도와 절리각도에 따른 터널의 내공변위, 터널 라이닝의 부재력 등의 특성을 분석하였다. 분석결과 절리각도와 사면각도가 크면 클수록, 터널 내공변위와 모멘트는 커지는 경향이 있으며, 절리각도와 사면각도에 따라 지중변위 크기와 방향이 다르게 나타나고 있어 향후 사면보강에 있어 효율적 방안제시가 가능할 것이다.

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BUILDING A CONCEPTUAL MODEL OF EFFECTIVE LEARNING IN INTERNATIONAL CONSTRUCTION JOINT VENTURES

  • L.T. Zhang;W.F. Wong
    • 국제학술발표논문집
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    • The 2th International Conference on Construction Engineering and Project Management
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    • pp.749-758
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    • 2007
  • Learning has become an important aspect for any organization to stay relevant and competitive in the corporate world of survival. In construction industry, the international construction joint ventures (ICJVs) provide an excellent platform with opportunity of learning among partners seeking to develop new area of competency and improve their overall competitiveness for their next project endeavor. This paper discusses the development of a conceptual model of effective learning in ICJVs using four major stages of development in a typical joint venture (JV) 's process. The study identified that there are three key constructs that contribute to effective learning comprising learning conditions in the JV's pre-inception stage, success factors of JV for learning in the forming & organizing stage, and learning actions in the implementation & adjustment stage. The effective learning outcomes are measured by the characteristics of learning organization during the JV's completion & evaluation stage. Details and issues of each stage and the methodology of research will be presented and discussed.

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견관절의 회전중심점을 고려한 동작가능 영역의 생성 (Generation of a Practical Reach Envelope with the Center of Rotation of the Shoulder Joint Considered)

  • 정의승;이상규
    • 대한산업공학회지
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    • 제25권1호
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    • pp.56-66
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    • 1999
  • Shoulder joint is the most movable joint in human body with, at least, three degrees of freedom, since there are at least three bones and five joints involved in shoulder movement. Due to the complexity of the shoulder joint and the lack of appropriate anatomical data, modeling of the shoulder joint has been known to be extremely difficult. In many biomechanical models being used, shoulder joint is considered as a fixed point and it is also assumed that the shoulder joint does not noticeably move during the shoulder movement. However, such an assumption is not valid in real applications and causes inaccuracy, especially, in the area of workspace evaluation. The reachable area generated by a human becomes somewhat different from that of current models for those models fail to appropriately reflect the movement of shoulder joint's center of rotation. In this study, the location of the shoulder joint's center of rotation was obtained in relation to the location of humerus, on which a new model for reach envelope generation was developed for workspace evaluation. From the experiments conducted for three subjects, the initial location of the center of rotation was determined for each subject and subsequent changes in the instantaneous center of rotation were drawn as a function of flexion and abduction of the shoulder. Based on the regression analysis, the study suggested a new method for the generation of reach envelope. Comparisons were also made among real reach envelopes obtained from the experiment, the ones from the model, and the ones from the new method suggested in the study. As a result, the prediction errors incurred from the new method were significantly reduced when compared to the ones from the current approach.

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절리암반내 터널의 안정성 평가를 위한 개별요소 모델링에 대한 고찰 (Some Considerations on the Distinct Element Modelling for the Stability Analysis of a Tunnel in a Jointed Rock Mass)

  • 장석부;허도학
    • 한국터널지하공간학회 논문집
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    • 제3권2호
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    • pp.3-12
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    • 2001
  • 본 논문은 절리암반 터널의 안정성 해석을 위한 2차원 개별요소모델링방법에 대한 개선방안을 제안하였다. 먼저, 절리군과 터널의 상대방위를 고려하여 터널단면상에서 불연속거동이 가능한 절리군을 구별하는 기준을 제시하였다. 이 기준에 따라 불연속거동이 가능한 절리군은 개별요소(암석블록)의 변이 되도록 하고 그 외 절리군은 암석블록의 탄성특성을 보정하는 방법을 제시하였다. 또한, 주어진 절리의 기하학적 특성에 대해서 절리의 방위편차와 유한길이를 고려한 복잡한 모델과 절리의 평균방위와 무한길이를 고려한 단순한 모델의 특성을 분석하였다. 그 결과, 후자의 모델이 일관성 있는 터널의 국부적 파괴양상과 명료한 암반의 불연속거동을 보여줌으로써 터널설계목적에 적절함을 확인하였다.

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루트부 갭이 있는 양면 필릿용접 이음부의 용접잔류응력 분포 (Distribution of Welding Residual Stresses in T-joint Weld with Root Gap)

  • 방한서;김성환;김영표;이창우
    • 대한조선학회논문집
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    • 제39권3호
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    • pp.81-88
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    • 2002
  • 용접구조물의 루트부는 외력에 의한 응력 집중에 의해 파손되기 쉽다. 따라서 구조물의 안전성 및 신뢰성 측면에서 홈 가공한 그루브 용접에 의한 완전용입 용접이 일반적으로 요구되어진다. 하지만 필릿 T-이음부 용접은 루트부의 갭과 같은 불완전 용입부를 만들어내기 쉬움에도 불구하고 홈 가공 시간 및 용접봉 소모량을 줄이기 위해 이러한 필릿용접이 자주 행해지고 있다. 따라서, 본 연구에서는 필릿 용접구조물의 플래이트(또는 플랜지)와 웨브 부분에 발생하는 용접잔류 응력과, 특히 불완전 용입에 의한 루트부 갭을 갖는 양면 T-이음부의 노치부분에 발생하는 잔류응력 분포를 해석하고자 하였다. 해석을 위해서 서브머지드 아-크 용접에 의한 단층 및 다층패스용접 모델을 선정하였으며, 열전도 및 열탄소성 이론을 고려한 유한요소 프로그램을 사용하였다.

Joint Test for Seasonal Cointegrating Ranks

  • Seong, Byeong-Chan;Yi, Yoon-Ju
    • Communications for Statistical Applications and Methods
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    • 제15권5호
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    • pp.719-726
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    • 2008
  • In this paper we consider a joint test for seasonal cointegrating(CI) ranks that enables us to simultaneously model cointegrated structures across seasonal unit roots in seasonal cointegration. A CI rank test for a single seasonal unit root is constructed and extended to a joint test for multiple seasonal unit roots. Their asymptotic distributions and selected critical values for the joint test are obtained. Through a small Monte Carlo simulation study, we evaluate performances of the tests.