• Title/Summary/Keyword: 배치형상

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Optimal Design of Deep-Sea Pressure Hulls using CAE tools (CAE 기법을 활용한 심해 내압구조물의 최적설계에 관한 연구)

  • Jeong, Han Koo;Henry, Panganiban
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.25 no.6
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    • pp.477-485
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    • 2012
  • Geometric configurations such as hull shape, wall thickness, stiffener layout, and type of construction materials are the key factors influencing the structural performance of pressure hulls. Traditional theoretical approach provides quick and acceptable solutions for the design of pressure hulls within specific geometric configuration and material. In this paper, alternative approaches that can be used to obtain optimal geometric shape, wall thickness, construction material configuration and stiffener layout of a pressure hull are presented. CAE(Computer Aided Engineering) based design optimization tools are utilized in order to obtain the required structural responses and optimal design parameters. Optimal elliptical meridional profile is determined for a cylindrical pressure hull design using metamodel-based optimization technique implemented in a fully-integrated parametric modeler-CAE platform in ANSYS. While the optimal composite laminate layup and the design of ring stiffener for a thin-walled pressure hull are obtained using gradient-based optimization method in OptiStruct. It is noted that the proposed alternative approaches are potentially effective for pressure hull design.

인간공학적 조종실설계가 항공기비행품질에 미치는 영향

  • O, Je-Sang
    • Defense and Technology
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    • no.10 s.164
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    • pp.48-51
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    • 1992
  • 항공기 비행품질에 영향을 주는 설계분야는 크게 3가지로 항공기 형상, 조종체계 및 조종실 배치로 분류됩니다. 이들 3가지 설계분야 중에서 조정실의 운용자 인간공학적인 요구 사항을 고려하지 않으면 항공기 운용성 품질중에 3분의 1이 감소될수 있습니다 항공기를 개발할때에 개발자는 그 항공기를 운용하는 운용자의 인체, 생리, 심리, 습관 등을 고려해, 항공기 조종실의 인간공학적 최적화 설계 및 배치를 개발초기단계부터 적용해야 합니다. 항공기의 조종실의 인간공학적 최적화 설계 및 배치를 개발초기단계부터 적용해야 합니다. 항공기의 조종실 품질은 조종사가 항공기 비행 임무를 수행할 때에 항공기 비행을 위한 용이한 정보 인식, 용이한 정보 결심 및 용이한 조종의 특성을 조종사에게 제공할 때 항공기 비행 품질이 좋아질 것입니다

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A study of an automatic goo-referencing method of a building's site plan CAD data using a parcel contour from attached cadastral maps (연속 지적도의 필지 경계선을 이용한 배치도 CAD자료의 자동 좌표부여 방법에 대한 연구)

  • Huh, Yong;Yu, Ki-Yun
    • Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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    • 2008.10a
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    • pp.266-267
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    • 2008
  • 건설도면 CAD자료와 GIS자료를 연계하기 위해서는 임의의 좌표체계와 축척으로 표현된 건설도면 CAD 자료를 GIS 자료의 지도좌표로 변환하기 위한 과정 이 수행되어 야 한다. 본 연구에서는 준공과정에서 제출되는 건축물 CAD배치도상의 인접대지경계선 폴리곤과의 연속지적도상의 개별 필지 경계선의 형상 정합과정을 수행함으로써 좌표변환에 필요한 변수를 도출해 보았다. 이렇게 도출된 변환함수를 배치도면상의 건물경계선과 같은 다른 객체에 적용함으로써 개별 CAD자료를 GIS 자료에 연계할 수 있는 실좌표 부여 방법을 적용하고 평가해 보았다.

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A Study on the Generating Piece and Arrangement Method Using the Parametric Macro (파라메트릭 매크로기법에 의한 부재생성 및 부재배치방법에 관한 연구)

  • 한창봉;박제웅
    • Journal of the Korean Society of Propulsion Engineers
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    • v.3 no.1
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    • pp.55-64
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    • 1999
  • Large size shipyards have peformed the generating of piece and the nesting using shipbuilding-oriented CAD program, which requires higher skilled operators and lots of costs. So, medium and small size shipyards have pursued different types of piece generation and nesting (arrangement method). This research is to develop a program for the generating of pieces with parametric macro method and a STRIP program for the nesting of pieces by PC, which can be applied in such shipyards.

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An Effective Method for the Nesting on Several Irregular Raw Sheets (임의 형상의 여러 원자재 위에서의 효과적인 배치방안)

  • 조경호;이건우
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.19 no.8
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    • pp.1854-1868
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    • 1995
  • An effective nesting algorithm has been proposed to allocate the arbitrary shapes on one or several raw sheets by applying the well-known simulated annealing algorithm as the optimization technique. In this approach, both the shapes to be allocated and the raw sheets are represented as the grid-based models. This algorithm can accommodate every possible situations encountered in cutting apparel parts from the raw leather sheets. In other words, the usage of the internal hole of a shape for other small shapes, handling of the irregular boundaries and the interior defects of the raw sheets, and the simultaneous allocation on more than one raw sheets have been tackled on successfully in this study. Several computational experiments are presented to verify the robustness of the proposed algorithm.

Analytical Study for Design of Shape and Arrangement Spacing of Studs in Steel Plate Concrete(SC) Wall subjected to Shear and Axial Forces (전단력과 축하중을 받는 강판 콘크리트(SC) 벽체에서 스터드의 형상과 배치간격의 설계를 위한 해석적 연구)

  • Cho, Sung-Gook;Lim, Jin-Sun;Jeong, Young-Do;Yi, Seong-Tae
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.18 no.4
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    • pp.67-76
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    • 2014
  • In this study, the behavior of Steel Plate Concrete (SC) walls subjected to shear and axial forces to investigate the effects of shape and arrangement spacing of studs on the design of SC walls was analytically reviewed. For this purpose, 9 cases of finite element analyses considering the different shape and spacing of studs in SC wall were performed. The results showed that the steel plate was yielded at the lower load than the second yielding shear force of the design skeleton curve when the spacing of stud is excessively far from each other. It is also found that the shape of the stud did not affect the shear behavior of SC wall but, the spacing influenced to its composite action. In this study, it was also proven that the inclined shaped stud resists more effectively to the bucking load than the general shaped stud in SC wall.

Study of the Dormitory Architecture of Governmental Secondary Schools in the Japanese Colonial Era (일제 강점기 관립 중등학교 기숙사 건축에 관한 연구)

  • Lee, Jeong-Woo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.8
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    • pp.5355-5362
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    • 2014
  • This study reviewed the planning characteristics of dormitories for secondary schools in the Japanese Colonial Era by analyzing the architectural drawings collected by the National Archives of Korea. The dormitory was one of the essential facilities in secondary schools but there have been few studies in this area. The analysis items were the site plan and the planning characteristics of student bedrooms, dining hall, and supervisor's area, which were the main elements of the dormitory. The results of this study were summarized as follows. 1) Generally, the dormitory area was placed in the rear of buildings for teaching with a close connection. 2) The student bedroom wings were laid out in parallel to the south as a rule making the typical site plan pattern for a dormitory, whereas the other parts of dormitory, such as the dining hall and supervisor's area were placed in the site conditions. 3) Generally, the unit plans of bedrooms for Korean schools were the ondol type and were small in size, whereas those for Japanese were the tatami type and large in size with separate study and sleeping areas. 4) The dining hall annex was made up of a dining hall and kitchen-bathroom area in general. For Japanese schools, the school store area was added to these areas. The typical shapes of dining hall plans were narrow and long with an adjacent corridor, so the overall plan of the dining hall annex was like that of a single-corridor type block plan. 5) The supervisor's area was a smaller part of the dormitory but it was considered to be a symbolic part of the whole dormitory in site planning and design.

Determination of the Initial Tendon Force using Rating Factor Equation in Composite Girders Strengthened with External Tendons (외부 긴장재로 보강된 강합성보의 내하율 산정식을 이용한 초기 긴장력 결정)

  • Choi, Dong Ho;Chung, Sang Hwan;Yoo, Dong Min
    • Journal of Korean Society of Steel Construction
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    • v.17 no.5 s.78
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    • pp.527-536
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    • 2005
  • A method of reinforcement using external tendons has been found to be one of the effective techniques of reinforcement and its application is increasing. In this paper, the method to calculate the initial tendon force is proposed for the improvement of load-carrying capacity in existing steel-concrete composite bridges. An equation for the increment of tendon force was derived for tendon configurations and live load types, and the effect of reinforcement in a composite beam was numerically studied. The method to calculate the number of tendon and initial tendon force was presented by proposing the new method to calculate the rating factor, which considers the increment of tendon force. The method was shown to be effective for an existing steel-concrete bridge.