• 제목/요약/키워드: Three-dimensional Modelling

검색결과 218건 처리시간 0.022초

2차원 데이터를 활용한 3차원 충돌 변형 측정 방법 (Three-dimensional Crush Measurement Methodologies Using Two-dimensional Data)

  • 한인환;강희진;박종찬;하용민
    • 한국자동차공학회논문집
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    • 제23권3호
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    • pp.254-262
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    • 2015
  • This paper presents 3D collision deformation modelling methodologies using photogrammetry for reconstruction of vehicle accidents. A vehicle's deformation shape in collision provides important information on how the vehicle collided. So effective measurement(scanning) and construction of a corresponding appropriate model are essential in the analysis of collision deformation shape for obtaining much information related to collision accident. Two measurement methods were used in this study: Indirect-photogrammetry which requires relatively small amount of photos or videos, and direct-photogrammetry which requires large amount of photos directly taken for the purpose of 3D modelling. When the indirect-photogrammetry method, which was mainly used in this study, lacked enough photographic information, already secured 2D numerical deformation data was used as a compensation. This made 3D collision deformation modelling for accident reconstruction analysis possible.

시간-파라미터 법에 의한 터널거동 특성 연구 (An Investigation of Tunnel Behaviour Using a Time-based 2-D Modelling Method)

  • Shin, Jong-Ho
    • 한국지반공학회논문집
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    • 제18권1호
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    • pp.17-28
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    • 2002
  • 터널의 막장부근에서는 하중전이가 복잡한 3차원적 거동특성을 나타낸다. 일반적으로 3차원 해석은 입력자료의 준비 및 결과 해석에 많은 노력을 요하며, 비선형 압밀해석을 수행하는 경우 컴퓨터 계산수요가 커지는 문제 때문에 실제설계는 2차원 해석법을 주로 사용하게 된다. 3차원적인 터널거동을 2차원적으로 모델링하기 위하여는 터널 굴진과정을 수치해석적으로 표현하기 위한 경험 파라미터가 요구되며, 해석결과는 이 파라미터 값에 따라 크게 변화하는 특성을 나타낸다. 특히 이 값의 평가는 주로 주관적이고 경험적인 판단에 의존하게 되므로 임의성이 커 해석의 신뢰성 문제를 야기할 수 있다. 특히 지반거동이 간극수 등 시간의존성 요인에 의해 영향을 받는 경우 이 파라미터를 평가하기는 더욱 어려워진다. 본 논문에서는 이러한 문제점을 개선하기 위하여 제안된 Time-based 2-D Modeling Method를 사용하여 지하수위가 높은 풍화화강토내 터널굴착 문제에 적용하였고 이를 분할 굴착에도 적용 가능하도록 확장하였다. 해석결과는 실측결과와 잘 일치하는 거동을 보였다. 이 방법을 이용하여 복합막장터널의 거동특성을 조사한 결과, 마제형 터널단면의 역학적 유익성이 확인되었다.

A parametric study of the meso-scale modelling of concrete subjected to cyclic compression

  • Rempling, Rasmus;Grassl, Peter
    • Computers and Concrete
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    • 제5권4호
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    • pp.359-373
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    • 2008
  • The present parametric study deals with the meso-scale modelling of concrete subjected to cyclic compression, which exhibits hysteresis loops during unloading and reloading. Concrete is idealised as a two-dimensional three-phase composite made of aggregates, mortar and interfacial transition zones (ITZs). The meso-scale modelling approach relies on the hypothesis that the hysteresis loops are caused by localised permanent displacements, which result in nonlinear fracture processes during unloading and reloading. A parametric study is carried out to investigate how aggregate density and size, amount of permanent displacements in the ITZ and the mortar, and the ITZ strength influence the hysteresis loops obtained with the meso-scale modelling approach.

각형강관과 H형강보 접합부의 유한요소 모델링에 관한 연구 (An Investigation into the Finite element Modelling on connections of H-beam to S.H.S Column)

  • 이종석;변우정;이광훈;강석봉;박순규
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1995년도 가을 학술발표회 논문집
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    • pp.68-75
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    • 1995
  • In recent year, column member is used for square hollow section(5.H.5) and beam member is used for H-section. But 5.H.5 column has vulnerability because of low flexural stiffness between column and beam connection joints. To reinforce this vulnerability, 5.H.5 column filled with concrete and concrete slab connection compounded with H-beam is developed in many ways. In this paper, modelling of predicting behavior of various types of connections is studied using finite element method. k order to simulate the actual behavior, a three-dimensional modelling is used. A simple efficient contact algorithm with a new gap element is employed to simulate the interaction between 5.H.5 column and concrete, The modelling result$ are compared with the experimental results.

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Homology Modelling of Chemerin like Receptor-1 (CMKLR1): Potential Target for Treating Type II Diabetes

  • B, Sathya.
    • 통합자연과학논문집
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    • 제10권1호
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    • pp.20-26
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    • 2017
  • Chemerin receptor, which predominantly expressed in immune cells as well as adipose tissue, was found to stimulate chemotaxis of dendritic cells and macrophages to the site of inflammation. Chemerin is a widely distributed multifunctional secreted protein implicated in immune cell migration, adipogenesis, osteoblastogenesis, angiogenesis, myogenesis, and glucose homeostasis. Recent studies suggest chemerin may play an important role in the pathogenesis of obesity and insulin resistance and it becomes a potential therapeutic target for treating type II diabetes. The crystal structure of chemerin receptor has not yet been resolved. Therefore, in the present study, homology modelling of CMKLR1 was done utilizing the crystal structure of human angiotension receptor in complex with inverse agonist olmesartan as the template. Since the template has low sequence identity, we have incorporated both threading and comparative modelling approach to generate the three dimensional structure. 3D models were generated and validated. The reported models can be used to characterize the critical amino acid residues in the binding site of CMKLR1.

Homology Modelling of Urotension-2 Receptor (UTS2R): Potential Target for Human Pharmacotherapy

  • B, Sathya.
    • 통합자연과학논문집
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    • 제9권3호
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    • pp.185-189
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    • 2016
  • Urotensin-2 receptor (UTS2R) is the most potent vasoconstrictor and plays a major role in the pathophysiology of various cardiovascular diseases and becomes a potential target for human pharmacotherapy. The crystal structure of Urotension-2 receptor has not yet been resolved. Hence, in the current study homology modelling of UTS2R was done utilizing the crystal structure of human delta opioid receptor as the template. Since the template has low sequence identity, we have incorporated both comparative modelling and threading approach to generate the three dimensional structure. 10 models were generated and validated. The reported models can be used to characterize the critical amino acid residues in the binding site of UTS2R.

Analysis of rotational end restraint for cross-beams of railway through truss bridges

  • Siekierski, Wojciech
    • Steel and Composite Structures
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    • 제35권1호
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    • pp.29-41
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    • 2020
  • Cross-beams of modern through truss bridges are connected to truss chord at its nodes and between them. It results in variable rotational end restraint for cross-beams, thus variable bending moment distribution. This feature is captured in three-dimensional modelling of through truss bridge structure. However, for preliminary design or rapid assessment of service load effects such technique of analysis may not be available. So an analytical method of assessment of rotational end restraint for cross-beam of through truss bridges was worked out. Two cases - nodal cross-beam and inter-nodal cross-beam - were analyzed. Flexural and torsional stiffness of truss members, flexural stiffness of deck members and axial stiffness of wind bracing members in the vicinity of the analyzed cross-beam were taken into account. The provision for reduced stiffness of the X-type wind bracing was made. Finally, general formula for assessment of rotational end restraint was given. Rotational end restraints for cross-beams of three railway through truss bridges were assessed basing on the analytical method and the finite element method (three-dimensional beam-element modelling). Results of both methods show good agreement. The analytical method is able to reflect effects of some structural irregularities. On the basis of the obtained results the general values of rotational end restraint for nodal and inter-nodal cross-beams of railway through truss bridges were suggested.

3차원영상에 의한 암반사면의 불연속면 추출 및 분석 (The Discontinuities Extraction and Analysis of Rock Slope by 3D Image)

  • 강준묵;김위현;박준규
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2003년도 추계학술발표회 논문집
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    • pp.163-167
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    • 2003
  • As digital photogrammetry can acquire much three-dimensional data quickly and exactly in equal accuracy, and it has advantage that can use this in modelling, it's practical use possibility is increased in various field by collection method of data for GIS. In this study, it was intended to create 3D image that has coordinate system, and use in acquisition of position information for object. And, it was applied to discontinuities extraction and measurement of rock slope for practical use of three-dimensional image and examination of measurement accuracy. Through this, it is inspected the possibility of three-dimensional image creation and the acquisition of space information.

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Three-dimensional Numerical Modelling of Seawater Circulation of Semi-enclosed Bay with the Flow-control Structures

  • JONG-KYU KIM;TAE-SOON KANG;HEON-TAE KIM
    • 한국해양공학회지
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    • 제15권3호
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    • pp.35-42
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    • 2001
  • The characteristics of tidal circulation with the flow-control structures using the three-dimensional numerical model (POM, Princeton Ocean Model) of Chinhae Bay, Korea were investigated. To confirm th efficiencies of flow-control structures, the training wall and submerged training wall were constructed at the mouth and narrow channel in Chinhae Bay. On the basis of the present investigation, the tidal circulation induced by the construction of flow-control structures could enhance the water exchange improvement appropriately. And, th training wall at the central is more dominated than the other structures for the efficient of water exchange. The sites and types of structure and flow patterns seem to be very sensitive in tidal simulation and changes in flow fields.

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레이저를 이용한 준삼차원 미소형상 가공 모델링 (Modeling of Laser Micromachining of Quasi-three-dimensional Shapes)

  • 신귀성;윤경구;황경현;방세윤
    • 한국정밀공학회지
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    • 제22권7호
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    • pp.79-87
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    • 2005
  • This paper summarizes the work on the development of a simulation program for modelling the process of machining quasi-three dimensional shape with the excimer laser beam on a constantly moving polymers. Relatively simple masks of rectangle, triangle and half circle shape are considered. The etching depth is calculated by considering the number of laser pulses irradiated on the specimen surface. It was found that similar shapes as experimental results can be obtained by choosing suitable parameters of moving velocity, moving distance and mask sizes.