• 제목/요약/키워드: form-finding

검색결과 603건 처리시간 0.04초

수직보강된 직교이방성 복부판의 전단탄성좌굴 (Elastic Shear Buckling of Transversely Stiffened Orthotropic Web Plates)

  • S.J. Yoon;J.H. Jung
    • Composites Research
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    • 제13권5호
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    • pp.37-43
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    • 2000
  • 본 연구는 면내 전단력을 받으며 수직보강재가 설치된 직교이방성판의 탄성좌굴거동해석에 관한 것으로서, 판의 네 변은 단순지지 되었다고 가정하였으며, 등간격으로 배치된 보강재는 비틀림강성을 무시한 보요소로 간주하였다. 수직보강된 직교이방성판의 좌굴해석식은 Rayleigh-Ritz법을 사용하여 유도하였다. 유도된 좌굴해석식을 사용하여 수직보강된 직교이방성판의 좌굴응력의 한계값을 구해 그래프로 제시하였으며, 이 결과를 사용하여 수직보강재가 한 개 또는 두 개 설치된 판의 전단좌굴응력이 최대가 되도록 하기 위해 보강재에 요구되는 휨강성을 구하여 그래프로 제시하였다.

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SOME CONSIDERATIONS ABOUT UPPER BOUNDS ON THE SUM OF SQUARES OF DEGREES

  • Kim, Hwa-Joon;Supratid, S.;Kitbmrungrat, K.;Liemmance, W.;Julraksa, N.
    • Journal of applied mathematics & informatics
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    • 제27권3_4호
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    • pp.865-873
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    • 2009
  • Goodman([3]) presented the question of finding a best possible upper bound of the form $t(G)\;+\;t(G^c)$, where t(G) denote the number of triangles in given graph G. In this, the form of squares of degrees is appeared and many researches have been pursued as an application related to this. Here, we would like to deal with corollary related to the results of Nikiforov([6]).

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막과 텐세그러티를 이용한 하이브리드 구조물의 단위 구조 제안 (A Study on the Unit System of Hybrid System Using the Membrane and Tensegrity)

  • 서삼열;고광웅
    • 한국공간구조학회논문집
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    • 제5권2호
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    • pp.81-87
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    • 2005
  • The Space structures may have large freedom in scale and form. And especially Hybrid structures are received much attention from the view points of their light weight and aesthetics. Hybrid systems are stable structures which are reticulated spatial structures composed of compressive straight members, struts and cables and Membranes. In this paper, The Hybrid Unit System are suggested using the Membrane and Cable elements based on the Tensegrity Unit system. Also, The Hybrid System of double-layered single curvature is presented. We analyze the force density method allowing form-finding for Tensegrity systems. And We analyze the shape analysis by the LARSH which is the program for nonlinear analysis.

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텐세그러티 단위 구조의 형상 결정에 관한 연구 (A Study on the Shape-Determination for Tensegrity Unit-Structures)

  • 고광웅;권익노;권택진
    • 한국공간구조학회논문집
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    • 제2권2호
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    • pp.69-76
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    • 2002
  • The basic systems of spatial structures such as shells, membranes, cable-nets and tensegrity structures have been developed to create the large spaces without column. But there are some difficulties concerning structural stability, surface formation and construction method. Tensegrity systems are flexible structures which are reticulated spatial structures composed of compressive members and cables. The rigidification of tensegrity systems is related to selfstress states which can be achieved only when geometrical and mechanical requirements are simultaneously satisfied. In this paper, the force density method allowing form-finding for tensegrity systems is presented. And various modules of unit-structures are investigated and discussed using the force density method. Also, a model of double-layered single curvature arch with quadruplex using supplementary cable is presented.

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Z-Distribution and Period Gradient of Classical Cepheids in the Galactic Plane

  • Kim, Chul-Hee
    • Journal of Astronomy and Space Sciences
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    • 제3권2호
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    • pp.81-92
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    • 1986
  • The z-coordinate distribution of cepheids was studied and the finding of Fernie(1968) that the cepheid layer is inclined to ward a formal Galactic plane and the Sun is located above the cepheid plane was confirmed. It was found that the z-distribution fits better to the parabolic form than a barometric form and a scale height of 54 pc was found. The well known phenomenon that the periods of classical cepheids decrease away from the Galactic center was crudely interpreted as due to an age gradient rater than an abundance gradient under the assumption that relations between the period and galactocentric distance, and between the abundance and period are linear.

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일반화한 n선로 결합 전송구조의 회로망 함수 (Network function Characterizing the General n-Line 2n-Port coupled Transmission System)

  • 진년강
    • 대한전자공학회논문지
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    • 제22권3호
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    • pp.84-90
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    • 1985
  • 비균질성 매질(Inhomogeneous medium)내에서 n-선로가 서로 결합한 전송선 구조의 이미탄스(Immit-tance)를 normal mode정수를 사용하여 구하는 방법을 제시했다. 이미탄스를 구하는 절차가 체계적이고 단순하여 공식화할 수 있어 수치계산에 적합하다. 4-선로 8-포트에 관한 이미탄스식을 예로 들었다.

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자기조직화 지도를 이용한 한국 기업의 재무성과 평가 (Financial Performance Evaluation using Self-Organizing Maps: The Case of Korean Listed Companies)

  • 민재형;이영찬
    • 한국경영과학회지
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    • 제26권3호
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    • pp.1-20
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    • 2001
  • The amount of financial information in sophisticated large data bases is huge and makes interfirm performance comparisons very difficult or at least very time consuming. The purpose of this paper is to investigate whether neural networks in the form of self-organizing maps (SOM) can be successfully employed to manage the complexity for competitive financial benchmarking. SOM is known to be very effective to visualize results by projecting multi-dimensional financial data into two-dimensional output space. Using the SOM, we overcome the problems of finding an appropriate underlying distribution and the functional form of data when structuring and analyzing a large data base, and show an efficient procedure of competitive financial benchmarking through clustering firms on two-dimensional visual space according to their respective financial competitiveness. For the empirical purpose, we analyze the data base of annual reports of 100 Korean listed companies over the years 1998, 1999, and 2000.

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교량형태의 개념적 설계: 기하학적 접근법 (Conceptual Design of Bridge Forms: Geometric Approach)

  • 김남희;고현무;홍성걸
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2010년도 정기 학술대회
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    • pp.166-169
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    • 2010
  • In early design stages structural form finding is of importance. Theses days the structural forms are forced to satisfy not only engineering criteria but also aesthetic concerns including symbolism. Geometric approach seems to provide many possibilities in generating creative forms as design alternatives for bridge structures. However, the increase in possibilities of geometric application didn't gather much attention from bridge designers who are focusing mainly on structural aspects. Prior to adopting the geometric approach, it is needed to review bridge structures in terms of geometric vocabulary. This study has proposed how to generate geometric forms of bridge structures in terms of geometric computing concepts.

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동해연안 주택외관의 인지특성에 관한 연구 (An Analysis on the characteristic of recognition about Individual Housing according to the landscape in Donghae Seaside)

  • 조원석;김흥기;김용기;주재우;김정현
    • 한국농촌건축학회논문집
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    • 제7권3호
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    • pp.27-35
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    • 2005
  • This study is about finding out characteristic of recognition individual housing in seaside of Donghae. To accomplish this purpose, we survey the 150 houses related to the landscape. Thus the major analysis is to take basic data, such as image(modern, western, traditional, etc) about exterior form of housing corresponding to the landscape. The result summarized as follows First, the elements for the characteristic of recognition were exterior material finish, exterior color, roof type, roof material finish, window size, roof slope, area of wall vs roof. Second, the image of traditional housing was very insufficient to plan landscape of housing with design elements. This research suggests that landscape housing of future is to be environmental landscape design and the proper design is to be various considering not only user's preference but also control of landscape.

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Static Type Assignment for SSA Form in CTOC

  • Kim, Ki-Tae;Yoo, Weon-Hee
    • Journal of Information Processing Systems
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    • 제3권1호
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    • pp.26-32
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    • 2007
  • Although the Java bytecode has numerous advantages, it also has certain shortcomings such as its slow execution speed and difficulty of analysis. In order to overcome such disadvantages, a bytecode analysis and optimization must be performed. The control flow of the bytecode should be analyzed; next, information is required regarding where the variables are defined and used to conduct a dataflow analysis and optimization. There may be cases where variables with an identical name contain different values at different locations during execution, according to the value assigned to a given variable in each location. Therefore, in order to statically determine the value and type, the variables must be separated according to allocation. In order to achieve this, variables can be expressed using a static single assignment form. After transformation into a static single assignment form, the type information of each node expressed by each variable and expression must be configured to perform a static analysis and optimization. Based on the basic type information, this paper proposes a method for finding the related equivalent nodes, setting nodes with strong connection components, and efficiently assigning each node type.