• 제목/요약/키워드: External connection method

검색결과 103건 처리시간 0.032초

T 스티프너를 이용한 CFT기둥-H 형강보 실대형 접합부의 비선형 해석 (Non-linear Analysis of Full Scaled CFT Column to H-Beam Connections with T-Stiffeners)

  • 이승우;김영주;신경재;오영석;문태섭
    • 한국강구조학회 논문집
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    • 제14권6호
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    • pp.835-843
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    • 2002
  • 본 논문은 외부 T스티프너로 보강한 콘크리트 충전각형강관-H형강보 접합부의 응력전달 메카니즘을 유한요소해석을 통해 정확히 이해하고, T스티프너에 관한 설계기본자료를 제공하는데 그 목적이 있다. 따라서 선행된 실대형 접합부의 실험결과와 비선형 유한요소해석의 결과를 비교함으로써 유한요소해석의 신뢰도를 높였다. 유한요소해석에서 접합부의 응력전달 메카니즘을 이해하기 위해 여러 가지의 응력 및 변형도 지수를 사용하였고, 유한요소해석을 통하여 실험에서 발견된 보플랜지와 수평스티프너 접합부의 응력집중을 감소시킬수 있는 방안을 모색하였다.

R. E. M. 에 의한 벽식 PRE-CAST 구조물의 탄성해석 (Elastic Analysis of Pre-Cast Panel Structures By Rigid Element method)

  • 권택진;김승덕;김기철
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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    • pp.17-24
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    • 1994
  • In the analysis pre-cast large panel structures, we can use the new discrete analyzing method to be consisted of rigid bodies. Because the pre-cast panels we still more rigid than the connection, the rigid element method is more efficient numerical method than F. E. M. The characteristics of R. E. M. is that strains in element are not occurred by external loadings and the deformation of the structures by external loadings is transmitted through springs around elements. In this study, we focus on the comparison of the results from the R. E. M. and the F. E. M. in order to establish the validity of the R. E. M. to analysis of pre-cast panel structures.

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에너지법을 이용한 사장교의 비선형 해석 (Nonlinear Analysis of Cable-Stayed Bridges Using Energy Method)

  • Choi, Dong-Ho;Lee, Gi-Young
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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    • pp.187-194
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    • 2003
  • This paper presents an energy method for the analysis of the in-plane ultimate load capacity of cable-stayed bridges considering deck and pylon connection. The potential energy of the whole bridge, including bridge deck, stayed cables, and pylons, and the work done by external loads are considered in the development of the bridge energy equation. Both geometric and material nonlinearities are taken into account in the analysis. The method is simple to use and has a high convergence rate.

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내측연결 시스템에서 임플란트 고정체의 경부 형태에 따른 지지골에서의 유한요소 응력분석 (Finite Element Stress Analysis in Supporting Bone according to Crest Module Shape of Fixture in Internal Connection System)

  • 박영남;김희중;오상호;정재헌
    • 구강회복응용과학지
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    • 제22권1호
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    • pp.55-74
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    • 2006
  • The external contour of an implant can have significant effects on the load transfer characteristics and may result in different bone failure rates for different implant system. The purpose of this study was to investigate the effects of crest module shape and occlusal load direction on bone failure modes of five commercially available dental implant systems. Five different implant systems with internal connection; ITI (Model 1), Astra (Model 2), Bicon (Model 3), Friadent (Model 4), and Paragon (Model 5), comparable in size, but different in thread profile and cest module shapes, were compared using the finite element method. Conclusively, in the internal connection system of the implant-abutment connection methods, the stress-induced pattern at the supporting bone according to the abutment connection form had differenence among them, and implants with narrowing crestal module cross-sections at the top of the cortical bone created more favorable load transfer characteristics in this region. But it is considered that the future study is necessary about how this difference in the magnitude of the stress have an effect on the practical clinic.

교량시설물 안전관리 네트워크 구축을 위한 기존 시스템 연계방안 연구 (Connection method on pre-installed bridge monitoring system for bridge structure safety network)

  • 박기태;이우상;주봉철;황윤국
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.469-472
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    • 2008
  • In general, structures in service gradually lose original performance according to time due to initial defects in design and construction, or exposure to unfavorable external conditions such as repeated loading or deteriorating environment, and in extreme cases, may collapse in large disaster. Therefore, in order to maintain the serviceability of structures at optimal level, advanced structure measuring system which can inform optimal time point and method of maintenance is required in addition to accurate prediction of residual life the structure by periodic inspection. To guarantee the safety level of bridge structure and to prevent from disaster, the integration of safety network for bridge structures are needed. Therefore in this study, to enhance the effectiveness of safety network for bridge, the connection methodologies between safety network and pre-installed bridge monitoring system are investigated.

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간호학생의 전공연계 봉사학습 경험 (The Experience of Service-Learning in Connection with the Major of Nursing)

  • 권영미
    • 한국간호교육학회지
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    • 제17권2호
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    • pp.208-217
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    • 2011
  • Purpose The purpose of this study was to explore the experience of service-learning in connection with the major of nursing. Method: This is qualitative research based on the application of a focus-group research method and Glaser's grounded theory. The nine participants of the research participated in the process of developing a service-learning program to promote health in the elderly. They operated the program by acting as instructors for more than 12 months. Results: The basic socio-psychological problems hared by the participants of the research is 'burden'. The basic social process required to solve the problem is 'self-realization' which has been successively shown in the order of the stage of experiencing a surge of will, the stage of recognizing the occurrence of internal and external changes, the stage of being confident, and the stage of obtaining self-respect. Throughout the process, the participants solved 'burden' in a positive way through reflections and reciprocity, developing and strengthening their capabilities. Conclusion: Based on the results, it is necessary to consider the development of a service-learning program in connection with the nursing major in order to provide the students studying nursing with the opportunity to have various learning experiences.

외부접합공법의 내진보강효과에 미치는 접합부의 영향 (Influence of Joint on Retrofitting Effect by Exterior Steel Frames of Existing RC Buildings)

  • 안충원;민찬기;노은철;한홍수;김태완
    • 한국지진공학회논문집
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    • 제19권4호
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    • pp.183-194
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    • 2015
  • In this paper, Nonlinear Static Pushover analysis method(NSP) is proposed which apply to RC buildings reinforced by external retrofit for seismic performance. Based on previous analysis and research, NSP is more developed by connection nonlinearity according to shear resistance mechanism such as dowel and adhesive resistance as major shear resistance elements. According to the proposed method, structural analysis for example buildings was carried out to evaluate seismic performance of buildings. And, it was confirmed that depending on shear strain and characteristics of joint resistant of external retrofitting are different from internal retrofitting. Furthermore, the strength reduction coefficient of the anchor needs to be considered at the joint design.

수정된 EVS를 이용한 Delaunay 삼각형 재구성에 관한 연구 (A Study on the Delaunay Triangulation Reconstruction using the Modified EVS)

  • 김동윤;신동규;김동윤
    • 대한의용생체공학회:의공학회지
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    • 제21권3호
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    • pp.225-231
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    • 2000
  • 표면에 의한 3차원 재구성 방법 중 Delaunay 삼각형 분할 방법은 기존의 기하학적 연결성 문제를 해결하고 영상의 질도 높은 것으로 평가받고 있다. 그러나 이 방법은 윤곽선의 위치에 따른 비 입체적 연결성 문제를 갖고 있다. 본 논문에서는 PC환경에서 이러한 문제를 개선한 Delaunay 삼각형 분할 재구성 방법을 제안하였다. 제안된 방법은 기존의 방법에서 나타나는 '비 입체(non-solid)‘ 사면체의 효과적인 처리를 위하여 수정된 External Voronoi Skeleton(EVS)을 이용한 제거 알고리즘을 사용하였다. 이를 적용한 결과. 원 객체 형태에 영향을 주지 않으면서 '비 입체' 사면체만이 제거됨을 확인할 수 있었다. 그리고 재구성된 영상의 표면이 사면체로 촘촘하게 연결되므로 복잡한 형태를 갖는 입체의 표면을 효과적으로 재구성할 수 있었다.

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외장형 저장장치의 파일유출에 관한 연구 (A Study of External Storage Device File Outflow)

  • 송유진;이재용
    • 한국산업정보학회논문지
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    • 제16권2호
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    • pp.59-64
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    • 2011
  • 외장형저장장치의 다양한 종류와 대용량화로 인해 대다수의 컴퓨터 사용자들이 사용하고 있다. 그러나 외장형 저장장치의 사용이 증가하면서 파일 유출사고도 늘고 있다. 이러한 파일 유출은 컴퓨터서 파일을 실행하여 확인한 후 이동시키는 것과 파일명으로만 확인하고 이동시키는 경우로 나뉜다. 파일의 실행하여 확인하는 경우는 응용프로그램의 실행정보를 통해 흔적을 확인할 수 있으나 파일의 실행 없이 외장형 장치로 이동되는 경우 응용프로그램의 실행흔적이 남지 않아 포렌식 조사에 어려움이 많았다. 본 논문에서는 외장형 저장장치의 인식방법과 연결정보를 통하여 외장형 저장장치의 볼륨정보, 시간정보를 획득하는 방법과 링크파일의 분석을 통해 외장형 저장장치의 볼륨정보를 획득하여 서로 비교하고 링크파일의 생성시간정보, 접근시간 정보 등을 획득하여 파일의 실행 없이 외장형 장치로 이동되는 경우의 포렌식 조사에 도움을 줄 수 있는 방법을 제시한다.

도시개발사업에서의 외부공간계획에 대한 상대적 중요도 분석 (Analyzing the Relative Importance of Exterior Space in Urban Development Projects)

  • 이임정
    • 한국농촌건축학회논문집
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    • 제25권4호
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    • pp.37-44
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    • 2023
  • As a basic study to analyze the relative importance of external space in urban development projects, this study selects evaluation indicators for external space planning and then analyzes systematic external space planning through expert surveys. The scope of the study is to examine the criteria of evaluation items for external space derived from existing studies and to suggest the importance and priority of evaluation items. As a research method, we reviewed the legal and research literature on landscape planning and external space-related guidelines, and conducted a primary review of external space planning evaluation items analyzed by questionnaire. The reviewed items were again reviewed and selected through expert group discussions (FGI). The selected evaluation items were surveyed by expert groups and analyzed in depth using the hierarchical analysis method (AHP). Looking at the relative importance of the calculated sub-items, among the 17 sub-items, 'planning open space' (.096) is the largest, followed by 'pedestrianization' (.082), 'linking with adjacent buildings, streets, parks, and green areas' (.077), 'securing public space through various planning techniques such as linking with pedestrian paths' (.066), 'Plan the placement, form, and scale of buildings in consideration of the identity of the destination' (.065), 'Plan buildings, streets, parks, and green spaces in an integrated and holistic manner' (.065), 'Harmonize with the surrounding environment (landscape)' (.063), 'Harmonize with surrounding buildings and apply landscape planning in urban planning' (.063), 'Entrances and lower floors of buildings are planned as parks for users and pedestrians' (.060), 'Preserve and expand green areas and establish maintenance plans for urban greening' (.054), 'Form the basis for a comfortable life for urban residents by providing long-term development directions' (.047), 'Activate community activities and plan pedestrian environments and streetscapes considering human scale' (.047), 'Establish and propose basic directions for urban greening' (.046), 'Plan buildings, streets, parks, and green areas considering the hierarchy and characteristics of the landscape structure' (.045), 'Plan for integrated land use' (.045), 'Create green axes in connection without cutting them due to development activities' (.044), and 'Apply barrier free design' (.034).