• 제목/요약/키워드: non-uniformly

검색결과 338건 처리시간 0.027초

픽셀 비선형성 모델을 기반으로 한 영상센서 불균일 특성 보정 (CCD Non-uniformity Correction Method based on Pixel Non-Linearity Model)

  • 김영선;공종필;허행팔;박종억;용상순
    • 항공우주기술
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    • 제9권1호
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    • pp.28-34
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    • 2010
  • 균일한 광량의 빛이 카메라에 입력되었을 때 카메라 영상센서 각 픽셀은 이상적으로는 균일한 응답을 보여주어야 하지만 실제로는 그렇지 않다. 이러한 픽셀의 불균일 응답 특성은 영상품질에 직접적으로 영향을 미치지만, 고정된 형태의 잡음이므로 보정과정을 통해서 잡음을 제거할 수 있다. 영상센서 불균일 보정 방법은 특정 광량에서의 기준값만을 가지고 보정계수를 구하는 방법 등을 사용하곤 했지만, 센서의 비선형성으로 인하여 신호가 작은 경우, 혹은 반대로 아주 큰 경우에서는 보정 효과가 크지 않다. 따라서, 본 논문에서는 이러한 영상센서의 비선형 특성을 고려하여 픽셀 불균일 보정계수 계산하는 방법을 기술하고 자체 구현한 카메라와 별도의 시험셋업을 이용하여 불균일도 시험을 수행하여 알고리즘을 검증하였다. 시험결과는 비선형성 모델을 기반으로 한 보정 알고리즘을 적용했을 때, 모든 광량에서 가장 좋은 성능을 보여주었다.

Evaluation of seismic design provisions for acceleration-sensitive non-structural components

  • Surana, Mitesh
    • Earthquakes and Structures
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    • 제16권5호
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    • pp.611-623
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    • 2019
  • A set of mid-rise bare and uniformly infilled reinforced-concrete frame buildings are analyzed for two different seismic intensities of ground-motions (i.e., 'Design Basis Earthquake' and 'Maximum Considered Earthquake') to study their floor response. The crucial parameters affecting seismic design force for acceleration-sensitive non-structural components are studied and compared with the guidelines of the European and the United States standards, and also with the recently developed NIST provisions. It is observed that the provisions of both the European and the United States standards do not account for the effects of the period of vibration of the supporting structure and seismic intensity of ground-motions and thereby provides conservative estimates of the in-structure amplification. In case of bare frames, the herein derived component amplification factors for both the design basis earthquake and the maximum considered earthquake exceeds with their recommended values in the European and the United States standards for non-structural components having periods in vicinity of the higher modes of vibration, whereas, in case of infilled frames, component amplification factors exceeds with their recommended value in the European standard for non-structural components having periods in vicinity of the fundamental mode of vibration, and only for the design basis earthquake. As a consequence of these observations, as well as capping on the design force (in case of United states standard and NIST provisions), in case of the design basis earthquake, the combined amplification factor is underestimated for non-structural components having periods in vicinity of the higher modes of vibration of bare frames, and also for non-structural components having periods in vicinity of the fundamental mode of vibration of infilled frames. At the maximum considered earthquake demand, excepting non-structural components having periods in vicinity of the higher modes of vibration of bare frames, all provisions generally provide conservative estimates of the design floor accelerations.

A curved shell finite element for the geometrically non-linear analysis of box-girder beams curved in plan

  • Calik-Karakose, Ulku H.;Orakdogen, Engin;Saygun, Ahmet I.;Askes, Harm
    • Structural Engineering and Mechanics
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    • 제52권2호
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    • pp.221-238
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    • 2014
  • A four-noded curved shell finite element for the geometrically non-linear analysis of beams curved in plan is introduced. The structure is conceived as a sequence of macro-elements (ME) having the form of transversal segments of identical topology where each slice is formed using a number of the curved shell elements which have 7 degrees of freedom (DOF) per node. A curved box-girder beam example is modelled using various meshes and linear analysis results are compared to the solutions of a well-known computer program SAP2000. Linear and non-linear analyses of the beam under increasing uniformly distributed loads are also carried out. In addition to box-girder beams, the proposed element can also be used in modelling open-section beams with curved or straight axes and circular plates under radial compression. Buckling loads of a circular plate example are obtained for coarse and successively refined meshes and results are compared with each other. The advantage of this element is that curved systems can be realistically modelled and satisfactory results can be obtained even by using coarse meshes.

Differential cubature method for vibration analysis of embedded FG-CNT-reinforced piezoelectric cylindrical shells subjected to uniform and non-uniform temperature distributions

  • Madani, Hamid;Hosseini, Hadi;Shokravi, Maryam
    • Steel and Composite Structures
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    • 제22권4호
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    • pp.889-913
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    • 2016
  • Vibration analysis of embedded functionally graded (FG)-carbon nanotubes (CNT)-reinforced piezoelectric cylindrical shell subjected to uniform and non-uniform temperature distributions are presented. The structure is subjected to an applied voltage in thickness direction which operates in control of vibration behavior of system. The CNT reinforcement is either uniformly distributed or functionally graded (FG) along the thickness direction indicated with FGV, FGO and FGX. Effective properties of nano-composite structure are estimated through Mixture low. The surrounding elastic foundation is simulated with spring and shear constants. The material properties of shell and elastic medium constants are assumed temperature-dependent. The motion equations are derived using Hamilton's principle applying first order shear deformation theory (FSDT). Based on differential cubature (DC) method, the frequency of nano-composite structure is obtained for different boundary conditions. A detailed parametric study is conducted to elucidate the influences of external applied voltage, elastic medium type, temperature distribution type, boundary conditions, volume percent and distribution type of CNT are shown on the frequency of system. In addition, the mode shapes of shell for the first and second modes are presented for different boundary conditions. Numerical results indicate that applying negative voltage yields to higher frequency. In addition, FGX distribution of CNT is better than other considered cases.

넙치(Paralichthys olivaceus) 근육 채취 방법에 따른 Kudoa septempunctata 진단 효율 비교 (Evaluation of a Non-destructive Diagnostic Test for Kudoa septempunctata in Farmed Olive Flounder Paralichthys olivaceus)

  • 송준영;정승희;최혜승
    • 한국수산과학회지
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    • 제51권1호
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    • pp.23-30
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    • 2018
  • Kudoa septempunctata, a myxosporean parasite that infects olive flounder Paralichthys olivaceus is known to cause Kudoa food poisoning. Entire trunk muscle (ETM) is used for diagnosis of the parasite in fish and this method demands sacrifice of the host, causing a loss of commercial value. We developed a non-destructive method that uses a plastic syringe-style implanter to draw the sample, called the part-point muscle (PPM) sampling technique. We validated the PPM method in fish infected with K. septempunctata at the level detectable by the ETM method. We confirmed that the PPM method is equally sensitive in comparison to the ETM method for diagnosing K. septempunctata spores in olive flounder muscle. Our study also confirmed that the parasite is uniformly distributed in the dorsal muscle of infected fish. Over a period of 1 month, we observed no mortality of the host fish used for sampling by the PPM method. Thus, our studies demonstrate that the PPM sampling technique is an efficient, non-destructive method for diagnosing K. septempunctata in olive flounder.

건축용 비내력 경량벽체의 내충격성 시험방법의 표준화 (Standardization of Impact Test Methods of Non-bearing Lightweight Wall for Building)

  • 김기준;최수경
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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    • pp.181-182
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    • 2015
  • The use of non-bearing light weight wall has increased recently due to the increase of high-rise buildings and supply of long-life housing. Light weight wall has advantages such as reducing the self-weight of the building, convenience in installation, and shortening construction period, however, must have a sufficient strength to external force. This study standardized the impact resistance test method for light weight walls by using the actual impact load obtained through load analysis test in previous studies. The impact resistance test method was divided into the test method that uses soft body and the one that uses hard body. The size of specimen was set up as height 2.4m and width 3.0m. The size and shape of the body followed those used in BS 5234-2 and so on for the compatibility with the test method used overseas. The judgment criteria for impact resistance based on test results were not defined uniformly as the assessment of functional damage can vary depending on the type of material, structural method, purpose of wall, and so on even when the same impact load was applied.

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Transient Critical Heat Flux Under Flow Coastdown in a Vertical Annulus With Non-Uniform Heat Flux Distribution

  • Moon, Sang-Ki;Chun, Se-Young;Park, Ki-Yong;Baek, Won-Pil
    • Nuclear Engineering and Technology
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    • 제34권4호
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    • pp.382-395
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    • 2002
  • An experimental study on transient critical heat flux (CHF) under flow coastdown has been performed for the water flow in a non-uniformly heated vertical annulus under low flow and a wide range of pressure conditions. The objectives of this study are to systematically investigate the effect of the flow transient on the CHF and to compare the transient CHF with steady-state CHF The transient CHF experiments have been performed for three kinds of flow transient modes based on the coastdown data of a nuclear power plant reactor coolant pump. At the same inlet subcooling, system pressure and heat flux, the effect of the initial mass flux on the critical mass flux can be negligible. However, the effect of the initial mass flux on the time-to- CHF becomes large as the heat flux decreases. The critical mass flux has the largest value for slow flow reduction rate. There is a pressure effect on the ratio of the transient CHF data to steady-state CHF data. Except under low system pressure conditions, the flow transient CHF was revealed to be conservative compared with the steady-state CHF data. Bowling CHF correlation and thermal hydraulic system code MARS show promising results for the prediction of CHF occurrence .

Geometrically non-linear static analysis of a simply supported beam made of hyperelastic material

  • Kocaturk, T.;Akbas, S.D.
    • Structural Engineering and Mechanics
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    • 제35권6호
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    • pp.677-697
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    • 2010
  • This paper focuses on geometrically non-linear static analysis of a simply supported beam made of hyperelastic material subjected to a non-follower transversal uniformly distributed load. As it is known, the line of action of follower forces is affected by the deformation of the elastic system on which they act and therefore such forces are non-conservative. The material of the beam is assumed as isotropic and hyperelastic. Two types of simply supported beams are considered which have the following boundary conditions: 1) There is a pin at left end and a roller at right end of the beam (pinned-rolled beam). 2) Both ends of the beam are supported by pins (pinned-pinned beam). In this study, finite element model of the beam is constructed by using total Lagrangian finite element model of two dimensional continuum for a twelve-node quadratic element. The considered highly non-linear problem is solved by using incremental displacement-based finite element method in conjunction with Newton-Raphson iteration method. In order to use the solution procedures of Newton-Raphson type, there is need to linearized equilibrium equations, which can be achieved through the linearization of the principle of virtual work in its continuum form. In the study, the effect of the large deflections and rotations on the displacements and the normal stress and the shear stress distributions through the thickness of the beam is investigated in detail. It is known that in the failure analysis, the most important quantities are the principal normal stresses and the maximum shear stress. Therefore these stresses are investigated in detail. The convergence studies are performed for various numbers of finite elements. The effects of the geometric non-linearity and pinned-pinned and pinned-rolled support conditions on the displacements and on the stresses are investigated. By using a twelve-node quadratic element, the free boundary conditions are satisfied and very good stress diagrams are obtained. Also, some of the results of the total Lagrangian finite element model of two dimensional continuum for a twelve-node quadratic element are compared with the results of SAP2000 packet program. Numerical results show that geometrical nonlinearity plays very important role in the static responses of the beam.

불균일도정이 저장 중 쌀의 품질에 미치는 영향 (Effect of Non-Uniform Milling on Quality of Milled Rice during Storage)

  • 김훈;이현정;김의웅;이세은;윤두현
    • 한국식품저장유통학회지
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    • 제13권6호
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    • pp.675-680
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    • 2006
  • 본 연구에서는 쌀의 불균일도정 조건이 저장중 품질에 미치는 영향을 구명하기 위하여 불균일도정 2수준, 균일도 정 1수준에 대하여 저장온도 5, $25^{\circ}C$ 수준에서 8주간 저장하면서 함수율, 중량, 지방산가, 동할율, 백도, b값 등 품질특성과 관능검사를 수행하였다. 도정과정에서 불균일도정은 과도정이 발생하면서 균일도정에 비해 함수율 차이가 발생하였으며, 저장과정에서 함수율 변화의 차이는 나타나지 않았지만 초기함수율 차이가 지속적으로 유지되었다. 또한, 저장온도가 높을수록 함수율 및 중량감소가 크게 나타났다. 저장온도가 높거나 불균일도정이 심할수록 지방산가는 크게 증가하여 품질에 영향을 미치는 것으로 나타났다. 동할증가율은 저장온도 및 불균일도정에 따라 다소 차이가 나타났다. 저장온도가 높고 불균일도정이 발생할수록 저장기간이 증가하면서 백도는 감소하고 b값은 다소 증가하는 경향을 보였다. 불균일도정 정도가 가장심한 불균일도정 I의 경우저장 전 관능검사에서 균일도정 및 불균일도정II에 비해 낮은 수준에서 유의적인 차이가 나타났으며, 저장기간이 증가하여도 동일한 결과이었다.

무선 센서네트워크에서 비 위상동기 협동 릴레이 특성의 비교분석 (Performance Comparison and Analysis of Non-Coherent Cooperative Relays for Wireless Sensor Networks)

  • 권은미;김정호
    • 대한전자공학회논문지TC
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    • 제49권5호
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    • pp.72-76
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    • 2012
  • 이동성이 있는 센서 노드로 구성 된 센서 네트워크를 효율적으로 사용하기 위하여 고려해야 할 사항 중 중요한 것이 자원의 효율적인 사용과 신호를 빠르고 정확하게 보내는 것이다. 본 논문에서는 무선 센서 네트워크 내에서 SNR(Signal to Noise Ratio)과 릴레이 노드의 신호 증폭률 그리고 노드와 노드 간 직접적으로 통신하는 경우 경로의 이득의 변화에 따른 무선 센서 네트워크의 특성에 대하여 분석하고 다수의 협동 릴레이 노드가 존재할 때 선택기준을 제시하고 이에 따른 영향을 정량적으로 평가하였다.