• 제목/요약/키워드: structural relaxation

검색결과 267건 처리시간 0.04초

특징 공간상에서 의 확률적 해석에 기반한 부분 인식 기법에 관한 연구 (A partially occluded object recognition technique using a probabilistic analysis in the feature space)

  • 박보건;이경무;이상욱;이진학
    • 한국통신학회논문지
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    • 제26권11A호
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    • pp.1946-1956
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    • 2001
  • 본 논문에서는 관계 벡터 공간상의 특징 대응에 관한 확률적 해석에 기반한 새로운 부분 인식 기법을 제안한다. 효과적인 인식을 위해 물체를 관계 속성 그래프(Attributed Relational Graph; ARG)와 관계 벡터 공간들의 집합으로 표현한다. 또한 잡음이나 특징 소실로 인한 왜곡을 관계 벡터 공간에서의 관계 벡터 분포에 대한 왜곡으로 확률적으로 모델링한다. 제안하는 부분 인식 기법은 두 단계로 이루어진다. 우선 지역적인 특징(local feature)과 구조적인 일관성(structural consistency)을 사용하여 후보집합을 추출한다. 이렇게 추출된 후보집합 각각에 대해 관계 벡터 공간상에서의 에러 분석과 반복적인 voting 알고리즘을 통해 특징 소실을 검출한다. 실제 영상에 대한 실험 결과를 통해 제안한 알고리즘이 잡음이나 가리어짐이 심한 경우에도 강건한 성능을 보임을 알 수 있으며, 릴렉세이션(relaxation) 기법과 수행 시간 비교 분석을 통해 계산량 측면에서의 성능 향상을 확인할 수 있다.

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레이더 신호의 감쇠특성을 고려한 일체식 콘크리트 교량 바닥판의 상태평가 방법 고찰 (A Study on the Integrity Assessment of Bare Concrete Bridge Deck based on the Attenuation of Radar Signals)

  • 이지영;최재진;김홍삼;박고은;최명진
    • 한국구조물진단유지관리공학회 논문집
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    • 제20권4호
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    • pp.84-93
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    • 2016
  • 전자기파가 콘크리트 교량 바닥판을 통과할 때 에너지 손실 메카니즘에 의해 신호의 감쇠가 발생하며, 이는 콘크리트의 상대유전율과 전도도, 그리고 지리적 산란 손실의 영향에 따른 것으로 알려져 있다. 본 연구에서는 건전한 콘크리트에 대해서는 레이더파의 감쇠가 상부철근의 깊이와 선형관계에 있다는 점에 착안하여, 일체식 콘크리트 교량 바닥판에서 상태평가 지표로서의 레이더파의 신호감쇠를 실 교량에 적용하여 그 유용성에 대해 검토하였다. 연구결과, 손상된 콘크리트 교량 바닥판에서는 건전한 상태에 비해 상대적으로 큰 감쇠가 일어나며, 레이더 수신파의 총감쇠량에서 반사체의 깊이에 대해 선형적 관계인 부분을 제거하고 난 보정감쇠량은 일체식 콘크리트 교량 바닥판의 상태평가에 유용한 것으로 나타났다. 실제 공용 중인 손상 교량 바닥판에 적용한 결과, 제안된 방법은 교면에서 상부철근까지의 콘크리트 상태를 신뢰성 있게 평가할 수 있으며, 특히, 일체식 바닥판의 주손상요인인 상부철근의 부식환경을 간접적으로 평가할 수 있는 것으로 판단된다.

국내 현수교량의 케이블 밴드볼트 축력관리 및 검토사례 (A Case Study on Axial Forces of Cable-band Bolts in Domestic Suspension Bridge)

  • 박시현;정우영;김현우;유동우
    • 한국구조물진단유지관리공학회 논문집
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    • 제22권2호
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    • pp.1-7
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    • 2018
  • 현수교 주 케이블은 케이블 밴드의 볼트 축력에 대한 정기적인 유지 관리가 매우 중요하다. 현수교 케이블 밴드의 볼트 축력은 시간이 경과함에 따라 케이블 소선의 크리프 현상, 볼트의 릴렉세이션, 하중 변동, 케이블 소선의 재배열 등으로 인해 축력 감소 현상이 발생하게 된다. 본 연구에서는 국내 현수 교량(SR대교)의 케이블 밴드가 시간이 경과하면서 발생하는 축력 감소 현상에 대해 그 원인 및 감소량 등에 대한 현장 측정 및 이론적 검토, 안전율 검토, 장기적인 이력 관리 등을 수행하였다. 그 결과, 케이블 밴드 볼트 축력 감소는 주 케이블 소선에 사용된 아연 도금층의 소성 변형에 크게 영향받는 것을 확인하였으며, 이에 대한 이론적 체계 및 장기 이력 관리에 대한 적용성을 확립하였다.

Effects of annealing temperature on structural and optical properties of CdS Films prepared by RF magnetron sputtering

  • 황동현;안정훈;손영국
    • 한국진공학회:학술대회논문집
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    • 한국진공학회 2010년도 제39회 하계학술대회 초록집
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    • pp.233-233
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    • 2010
  • CdS thin films were deposited on glass substrates by R.F. magnetron sputtering method and some of the samples were treated by rapid thermal annealing (RTA) process. Effects of thermal annealing on structural and optical properties were investigated at different temperatures ranging from 100 to $600^{\circ}C$. The crystallographic structure of the films and the size of the crystallites in the films were studied by X-ray diffraction. The crystallite sizes were found to increase, and the X-ray diffraction patterns were seen to sharpen by annealing. Optical properties of the films were calculated using the envelope method and the photoluminescence measurements. The optical properties of the films were seen to be dependent on the film thicknesses. The energy gap of the films was found to decrease by annealing. The band edge sharpness of the optical absorption was seen to oscillate by thermal annealing. Annealing over $400^{\circ}C$ was seen to degrade the optical properties of the film. The best annealing temperature for the films was found to be $400^{\circ}C$ from the optical properties. It is observed that the CdS film annealed at $400^{\circ}C$ reveals the strongest UV emission intensity and narrowest full width at half maximum among the temperature ranges studied. The enhanced UV emission from the film annealed at $400^{\circ}C$ is attributed to the improved crystalline quality of CdS thin film due to the effective relaxation of residual compressive stress and achieving maximum grain size. The results show that heat treatments under optimal annealing condition can provide significant improvements in the properties of CdS thin films.

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프리스트레스트 콘크리트 부재용 재긴장 정착구 하중전달시험 (Load Transfer Test for Re-tensioning Post-Tension Kit for Prestressed Concrete)

  • 허재훈;노병철
    • 한국구조물진단유지관리공학회 논문집
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    • 제25권5호
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    • pp.8-14
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    • 2021
  • 포스트텐션 프리스트레스트 콘크리트 부재는 즉시 손실 이외에도 크리프, 건조수축 및 릴렉세이션과 같은 시간적 손실이 발생한다. 아울러 상부 슬래브 또는 포장 등의 교체 등에 의한 고정하중 변동으로 인하여 부재 상하부의 응력이 변화하게 된다. 이러한 응력의 변화는 부재의 안전성에 영향을 줄 경우가 있으며, 이 경우 프리스트레스 힘의 조절이 필요하다. 따라서 이 연구에서는 나사를 적용한 새로운 유형의 재긴장 포스트텐션 정착구를 제안하고, EAD160004 및 KCI-PS101에 규정된 하중전달시험을 통하여 하중에 대한 안전성과 변형률에 대한 안정성을 만족함을 구명하였다.

자동차 전장 커넥터 방수 시일의 유한요소해석 (FEM Analysis of a Waterproof Seal of Automotive Electrical Connectors)

  • 한정진;황원태;김호경
    • Tribology and Lubricants
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    • 제35권1호
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    • pp.52-58
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    • 2019
  • In the case of high-voltage connectors applied to automobiles, waterproofing has become an important issue for the safety of automobiles. In this study, structural analysis is performed on silicone rubber-type waterproof seals used in the voltage connector. For the structural analysis, the tensile properties of the actual rubber seal are evaluated using a miniaturized tensile testing machine. The Mooney-Rivlin material constants of the rubber seal are determined as follows; $D_1=0$, $C_{01}=0.241$, $C_{10}=0.0142$. The analysis shows that the contact pressure at the top of the seal where the seal and male connector are in contact is approximately three times higher than that at the bottom of the seal where the seal and female connector are in contact. It is confirmed that the waterproofing performance of the rubber seal depends on the contact pressure of the seal bottom where the seal and female connector are in contact. The contact pressure for waterproofing is found to be 4.7 bar. The strain concentration of the curved part is attributed to excessive initial tension. Therefore, a redesign is recommended for uniform stress or strain distribution in the curved section of the seal in response to the stress relaxation problem due to permanent deformation.

AMG-CG method for numerical analysis of high-rise structures on heterogeneous platforms with GPUs

  • Li, Zuohua;Shan, Qingfei;Ning, Jiafei;Li, Yu;Guo, Kaisheng;Teng, Jun
    • Computers and Concrete
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    • 제29권2호
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    • pp.93-105
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    • 2022
  • The degrees of freedom (DOFs) of high-rise structures increase rapidly due to the need for refined analysis, which poses a challenge toward a computationally efficient method for numerical analysis of high-rise structures using the finite element method (FEM). This paper presented an efficient iterative method, an algebraic multigrid (AMG) with a Jacobi overrelaxation smoother preconditioned conjugate gradient method (AMG-CG) used for solving large-scale structural system equations running on heterogeneous platforms with parallel accelerator graphics processing units (GPUs) enabled. Furthermore, an AMG-CG FEM application framework was established for the numerical analysis of high-rise structures. In the proposed method, the coarsening method, the optimal relaxation coefficient of the JOR smoother, the smoothing times, and the solution method for the coarsest grid of an AMG preconditioner were investigated via several numerical benchmarks of high-rise structures. The accuracy and the efficiency of the proposed FEM application framework were compared using the mature software Abaqus, and there were speedups of up to 18.4x when using an NVIDIA K40C GPU hosted in a workstation. The results demonstrated that the proposed method could improve the computational efficiency of solving structural system equations, and the AMG-CG FEM application framework was inherently suitable for numerical analysis of high-rise structures.

AN ASSESSMENT OF PARALLEL PRECONDITIONERS FOR THE INTERIOR SPARSE GENERALIZED EIGENVALUE PROBLEMS BY CG-TYPE METHODS ON AN IBM REGATTA MACHINE

  • Ma, Sang-Back;Jang, Ho-Jong
    • Journal of applied mathematics & informatics
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    • 제25권1_2호
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    • pp.435-443
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    • 2007
  • Computing the interior spectrum of large sparse generalized eigenvalue problems $Ax\;=\;{\lambda}Bx$, where A and b are large sparse and SPD(Symmetric Positive Definite), is often required in areas such as structural mechanics and quantum chemistry, to name a few. Recently, CG-type methods have been found useful and hence, very amenable to parallel computation for very large problems. Also, as in the case of linear systems proper choice of preconditioning is known to accelerate the rate of convergence. After the smallest eigenpair is found we use the orthogonal deflation technique to find the next m-1 eigenvalues, which is also suitable for parallelization. This offers advantages over Jacobi-Davidson methods with partial shifts, which requires re-computation of preconditioner matrx with new shifts. We consider as preconditioners Incomplete LU(ILU)(0) in two variants, ever-relaxation(SOR), and Point-symmetric SOR(SSOR). We set m to be 5. We conducted our experiments on matrices from discretizations of partial differential equations by finite difference method. The generated matrices has dimensions up to 4 million and total number of processors are 32. MPI(Message Passing Interface) library was used for interprocessor communications. Our results show that in general the Multi-Color ILU(0) gives the best performance.

Cu55Zr30Ti10Pd5 비정질 합금의 기계적 거동 (Mechanical Properties of a Cu55Zr30Ti10Pd5 Bulk Amorphous Alloy)

  • 최원욱;;김형섭;홍순익
    • 한국재료학회지
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    • 제15권4호
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    • pp.281-284
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    • 2005
  • Room and high temperature deformation behaviors of Cu-Zr-Ti-Pd bulk metallic glasses produced by copper mold casting were investigated. The addition of Pd was shown to enhance the glass forming ability and thermal stability of Cu-Zr-Ti base bulk metallic glass. The compressive strength of $Cu_{55}Zr_{30}Ti_{10}Pd_5$ bulk metallic glass was 2230 MPa with 1.8 plastic strain. The stress overshoot and yield drop phenomenon were observed below $487^{\circ}C$ and a drastic decrease in the flow stress was observed at $487^{\circ}C$. The stress overshoot is thought to be associated with stress-induced structural relaxation.

Bound of aspect ratio of base-isolated buildings considering nonlinear tensile behavior of rubber bearing

  • Hino, J.;Yoshitomi, S.;Tsuji, M.;Takewaki, I.
    • Structural Engineering and Mechanics
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    • 제30권3호
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    • pp.351-368
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    • 2008
  • The purpose of this paper is to propose a simple analysis method of axial deformation of base-isolation rubber bearings in a building subjected to earthquake loading and present its applicability to the analysis of the bound of the aspect ratio of base-isolated buildings. The base shear coefficient is introduced as a key parameter for the bound analysis. The bound of the aspect ratio of base-isolated buildings is analyzed based on the relationship of the following four quantities; (i) ultimate state of the tensile stress of rubber bearings based on a proposed simple recursive analysis for seismic loading, (ii) ultimate state of drift of the base-isolation story for seismic loading, (iii) ultimate state of the axial compressive stress of rubber bearings under dead loads, (iv) prediction of the overturning moment at the base for seismic loading. In particular, a new recursive analysis method of axial deformation of rubber bearings is presented taking into account the nonlinear tensile behavior of rubber bearings and it is shown that the relaxation of the constraint on the ultimate state of the tensile stress of rubber bearings increases the limiting aspect ratio.