• 제목/요약/키워드: triangular structure

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UV 임프린트 공정을 이용한 평판형 광도파로 기반의 집적형 분광 모듈 제작 (Fabrication of Monolithic Spectrometer Module Based on Planar Optical Waveguide Platform using UV Imprint Lithography)

  • 오승훈;정명영;김환기;최현용
    • 마이크로전자및패키징학회지
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    • 제22권3호
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    • pp.73-77
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    • 2015
  • 본 논문에서는 저가로 쉽게 제작할 수 있는 구조를 지닌 단일칩 형태의 고분자 기반 평판형 분광모듈을 제안하였다. 제안된 분광모듈은 UV 임프린트 기법에 의해 제작되어진 비등간격 나노회절격자와 오목거울이 포함된 평판형 광도파로로 구성되어진다. 회절효율을 향상시키기 위해 나노회절격자의 구조는 $25^{\circ}$의 블레이징 각도와 100nm의 선폭을 가지도록 설계, 제작되었다. 평판형 분광모듈은 700 nm 대역폭과 10 nm 분해능을 가짐을 확인하였다. 이러한 집적형 고분자 분광모듈은 다양한 센서 시스템에 적용될 수 있을 것으로 기대된다.

확장된 새로운 층 방법을 이용한 사다리꼴 회절격자의 결합계수 계산 (Calculation of the coupling coefficient for trapezoidal gratings using extended additional layer method)

  • 조성찬;김부균;김용곤
    • 한국광학회지
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    • 제7권3호
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    • pp.207-212
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    • 1996
  • 임의의 형태를 갖는 회절격자의 결합계수를 쉽게 계산할 수 있도록 확장된 새로운 층 방법을 제안한다. 기종이 새로운 층 방법은 회절격자 영역의 비유전상구의 종축 방향에 대해서만 평균을 취하여 결합계수를 계산하였지만 확장된 새로운 층 방법은 종축과 횡축 양 방향으로 비유전상수의 평균값을 취하여 새로운 층의 비유전상수로 설정하였다. 따라서 회절격자가 임의의 형태를 가지는 경우 새로운 층 방법에서는 새로이 설정하는 층의 비유전상수 값이 횡축으로 변화하는 함수였지만 확장된 새로운 층 방법에서는 단일 상수 값이어서 결합계수를 쉽계 계산할 수 있다. 이 방법을 사용하여 사다리꼴과 삼각형 형태의 회절격자를 가지는 5층 구조 Distributed Feedback 구조 소자의 결합계수를 계산하였다. 확장된 새로운 층 방법에 의한 결합계수 계산 결과의 정확성 검증을 통하여 사다리꼴과 같은 임의이 형태를 가지는 회절격자의 결합계수 계산에 확장된 새로운 층 방법이 매우 유용함을 보였다.

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Texture-based Hatching for Color Image and Video

  • Yang, Hee-Kyung;Min, Kyung-Ha
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제5권4호
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    • pp.763-781
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    • 2011
  • We present a texture-based hatching technique for color images and video. Whereas existing approaches produce monochrome hatching effects in considering of triangular mesh models by applying strokes of uniform size, our scheme produces color hatching effects from photographs and video using strokes with a range of sizes. We use a Delaunay triangulation to create a mesh of triangles with sizes that reflect the structure of an input image. At each vertex of this triangulation, the flow of the image is analyzed and a hatching texture is then created with the same alignment, based on real pencil strokes. This texture is given a modified version of a color sampled from the image, and then it is used to fill all the triangles adjoining the vertex. The three hatching textures that accumulate in each triangle are averaged and the result of this process across all the triangles forms the output image. We can also add a paper texture effect and enhance feature lines in the image. Our algorithm can also be applied to video. The results are visually pleasing hatching effects similar to those seen in color pencil drawings and oil paintings.

퍼지 뉴럴 네트워크 구조로의 새로운 모델링 연구 (A New Modeling Approach to Fuzzy-Neural Networks Architecture)

  • 박호성;오성권;윤양웅
    • 제어로봇시스템학회논문지
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    • 제7권8호
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    • pp.664-674
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    • 2001
  • In this paper, as a new category of fuzzy-neural networks architecture, we propose Fuzzy Polynomial Neural Networks (FPNN) and discuss a comprehensive design methodology related to its architecture. FPNN dwells on the ideas of fuzzy rule-based computing and neural networks. The FPNN architecture consists of layers with activation nodes based on fuzzy inference rules. Here each activation node is presented as Fuzzy Polynomial Neuron(FPN). The conclusion part of the rules, especially the regression polynomial, uses several types of high-order polynomials such as linear, quadratic and modified quadratic. As the premise part of the rules, both triangular and Gaussian-like membership functions are studied. It is worth stressing that the number of the layers and the nods in each layer of the FPNN are not predetermined, unlike in the case of the popular multilayer perceptron structure, but these are generated in a dynamic manner. With the aid of two representative time series process data, a detailed design procedure is discussed, and the stability is introduced as a measure of stability of the model for the comparative analysis of various architectures.

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An empirical formulation to predict maximum deformation of blast wall under explosion

  • Kim, Do Kyun;Ng, William Chin Kuan;Hwang, Oeju
    • Structural Engineering and Mechanics
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    • 제68권2호
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    • pp.237-245
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    • 2018
  • This study proposes an empirical formulation to predict the maximum deformation of offshore blast wall structure that is subjected to impact loading caused by hydrocarbon explosion. The blast wall model is assumed to be supported by a simply-supported boundary condition and corrugated panel is modelled. In total, 1,620 cases of LS-DYNA simulations were conducted to predict the maximum deformation of blast wall, and they were then used as input data for the development of the empirical formulation by regression analysis. Stainless steel was employed as materials and the strain rate effect was also taken into account. For the development of empirical formulation, a wide range of parametric studies were conducted by considering the main design parameters for corrugated panel, such as geometric properties (corrugation angle, breadth, height and thickness) and load profiles (peak pressure and time). In the case of the blast profile, idealised triangular shape is assumed. It is expected that the obtained empirical formulation will be useful for structural designers to predict maximum deformation of blast wall installed in offshore topside structures in the early design stage.

Frontal Plane Motion with Pelvis and Waist Joint Rotations in Bipedal Walking

  • Ha, Tae-Sin;Kim, Joo-Hyung;Choi, Chong-Ho
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2005년도 ICCAS
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    • pp.2248-2253
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    • 2005
  • Although the progress in bipedal walking is impressive in recent years, biped robots still require very high torque and can walk only for a short time interval with their internal batteries. Therefore, further research needs to be carried out to enhance walking efficiency of these robots. In order to achieve this goal, we attempt to imitate human walking with pelvis and waist joint rotations in the frontal plane. In order to investigate the effect of the pelvis and waist joint rotations in the frontal plane motion, we study the frontal plane model with a triangular structure made up of a waist joint and two hip joints. Through simulation, we show that the pelvis rotation can reduce the maximum torque and the control effort, and the waist joint rotation can reduce the trunk sway caused by the pelvis rotation. The combination of these two rotations makes the bipedal walking in the frontal plane more efficient.

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Deformational characteristics of a high-vacuum insulation panel

  • Shu, Hung-Shan;Wang, Yang-Cheng
    • Structural Engineering and Mechanics
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    • 제10권3호
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    • pp.245-262
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    • 2000
  • The objective of this study is to analyze the deformational characteristics of a high-vacuum insulation panel that is evacuated to eliminate significant gas-phase conductance through its thickness. The panel is composed of a metal envelope and low thermal conductance spacers. The problem is very challenging because several nonlinearities are involved concurrently. Not only are various finite element models such as triangular, rectangular, beam and circular plate models used to simulate the panel, but also several finite element programs are used to solve the problem based on the characteristics of the finite element model. The numerical results indicate that the effect of the diameter of the spacer on the vertical deformation of the plate panel is negligibly small. The parameter that mainly influences the maximum sag is the spacing between the spacers. The maximum vertical deformation of the panel can be predicted for a practical range of the spacing between the spacers and the thickness of the plate. Compared with the numerical results obtained by the finite element models and the experimental tests, they have a good agreement. The results are represented in both tabular and graphical forms. In order to make the results useful, a curve fitting technique has been applied to predict the maximum deformation of the panel with various parameters. Moreover, the panel was suggested to be a "smart" structure based on thermal effect.

A fast construction sequential analysis strategy for tall buildings

  • Chen, Pu;Li, Hao;Sun, Shuli;Yuan, Mingwu
    • Structural Engineering and Mechanics
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    • 제23권6호
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    • pp.675-689
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    • 2006
  • In structural analysis of tall buildings the traditional primary loading analysis approach that assumes all the loads are simultaneously applied to the fully built structure has been shown to be unsuitable by many researches. The construction sequential analysis that reflects the fact of the level-by-level construction of tall buildings can provide more reliable results and has been used more and more. However, too much computational cost has prevented the construction sequential analysis from its application in CAD/CAE software for building structures, since such an approach needs to deal with systematic changing of resultant stiffness matrices following level-by-level construction. This paper firstly analyzes the characteristics of assembling and triangular factorization of the stiffness matrix in the finite element model of the construction sequential analysis, then presents a fast construction sequential analysis strategy and a corresponding step-by-step active column solver by means of improving the existing skyline solver. The new strategy avoids considerably repeated calculation by only working on the latest appended and modified part of resultant stiffness matrices in each construction level. Without any simplification, the strategy guarantees accuracy while efficiency is greatly enhanced. The numerical tests show that the proposed strategy can be implemented with high efficiency in practical engineering design.

Steel-Plate 매입형 합성 연결보의 접합부 상세에 따른 내진거동 (Seismic Behavior by Beams-Wall Connections depending upon Joint Details of Embedded Steel-Plate Composite Coupling Beams)

  • 주재형;채승윤;김선규;김우재;전호민;박효선
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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    • pp.130-133
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    • 2006
  • Owing to Higher story tendency and ceiling hight restriction of recent times, even though the depth of Coupling Beam decreases the demand efficiency is coming to be high rather so it is the difficult to satisfy a demand efficiency with the actual existing RC/Steel condition. It has been researched a lot of methods as an alternative plan about these but designer cannot apply them for the reason ; the structure standard and theory background are not taking a triangular position. As accomplishing the test research about the beams-wall connections department of steel-plate composite coupling beams from the research in the study it examines closely the beams-wall connections conduct quality and tries to provide the fundamental data for reasonable and optimum connection department designs. It knows that connection fixation degree and composite conduct degree of member part together become the important variable showing an energy dissipation ability in Test result.

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전제조건과 IDEF3를 응용한 동시공학환경에서의 복합설계 (A Triangularization Algorithm Solving for the Complex Design with Precedence Constraints and IDEF3 Modeling in Concurrent Engineering)

  • 조문수;임태진
    • 제어로봇시스템학회논문지
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    • 제15권7호
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    • pp.742-752
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    • 2009
  • Engineering design involves the specification of many variables that define a product, how it is made, and how it behaves applied to computer, communication and control fields. Before some variables can be determined, other variables must first be known or assumed. This fact implies a precedence order of the variables, and of the tasks of determining these variables consequently. Moreover, design of complex systems may involve a large number of design activities. In this paper, the activity-activity incidence matrix is considered as a representation of design activity analysis which mainly focuses on the precedence constraint with an object of doing IDEF3 in process-centered view. In order to analyze the activity-activity incidence matrix, a heuristic algorithm is proposed, which transforms an activity-activity, parameter-formula, and parameter-parameter incidence matrix into a lower triangular form. The analysis of the structured matrices can not only significantly reduce the overall project complexity by reorganizing few critical tasks in practice, but also aims at obtaining shorter times considering the solution structure by exploring concurrency.