• 제목/요약/키워드: Irregular Shaped

검색결과 270건 처리시간 0.023초

Elastic bending analysis of irregular-shaped plates

  • Sakiyama, T.;Huang, M.
    • Structural Engineering and Mechanics
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    • 제7권3호
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    • pp.289-302
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    • 1999
  • An approximate method for analyzing the bending problems of irregular-shaped plates is proposed. In this paper irregular-shaped plates are such plates as plate with opening, circular plate, semi-circular plate, elliptic plate, triangular plate, skew plate, rhombic plate, trapezoidal plate or the other polygonal plates which are not uniform rectangular plates. It is shown that these irregular-shaped plates can be considered finally as a kind of rectangular plates with non-uniform thickness. An opening in a plate can be considered as an extremely thin part of the plate, and a non-rectangular plate can be translated into a circumscribed rectangular plate whose additional parts are extremely thin or thick according to the boundary conditions of the original plate. Therefore any irregular-shaped plate can be replaced by the equivalent rectangular plate with non-uniform thickness. For various types of irregular-shaped plates the convergency and accuracy of numerical solution by proposed method are investigated.

콘크리트 압축강도와 웨브길이 변화에 따른 T형 벽체의 거동에 관한 실험적 연구 (Experimental Studies on Behaviors of T-Shaped Structural Walls with Different Concrete Compressive Strengths and Aspect Ratios)

  • 양지수;이리형
    • 한국구조물진단유지관리공학회 논문집
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    • 제7권2호
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    • pp.201-208
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    • 2003
  • In domestic, bearing wall apartment building have not rectangular walls but irregular walls which are designed at walls of various cross-sectional shapes such as H-shaped, T-shaped, Box-shaped and L-shaped. In these irregular walls connected with rigid joint each other, one side walls of irregular walls is expected to show effective behavior for rigid-jointed the other side walls. Moreover, previous studies have focused on simplifying irregular walls into rectangular walls because of the complication in structural design and analysis. So studies for variables affecting behaviors of irregular walls, such as aspect ratios and compressive strength of concrete, are insufficient. The objective of this study is to evaluate the behaviors of T-shaped structural walls with different concrete compressive strengths and aspect ratios by experimental works. Results of this experimental study show that flange wall is contributed to increase the flexural strengths by the variation of concrete strengths and aspect ratios, and that it is needed to evaluate the effect width of flange wall for rational wall design.

임의 형상의 금속-유전체-금속 전력배분기판에 대한 빠른 임피던스 계산 방법 (Fast Computation Algorithm for the Impedance Calculation of Irregular Shaped Metal-dielectric-metal Type Power Distribution Plane)

  • 서영석
    • 한국전기전자재료학회논문지
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    • 제18권5호
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    • pp.457-463
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    • 2005
  • This paper presents a method for analyzing irregular shaped power distribution networks. The irregular shaped metal-dielectric-metal plane is split into several piece of rectangular segments to calculate the impedance of the irregular shaped plane. Impedance matrix for each rectangular segments is calculated using the Mobius transform method to reduce the calculation time. Then the segmentation and do-segmentation method is applied to the piece of rectangular segments. Applied to the 6 inch by 5 inch size irregular shaped board, the proposed method shows 10 times faster than the electromagnetic or circuit analysis method.

비정형 초고층건물의 계획요소 검토가 가능한 형태생성 파라메트릭 디자인 프로세스에 관한 연구 (A Study on the Parametric Design Process for Form Generation to Review Planning Factors of Irregular-Shaped High-rise Buildings)

  • 임자은;박상민
    • 대한건축학회연합논문집
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    • 제21권5호
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    • pp.161-168
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    • 2019
  • The use of various digital tools makes freeform modeling possible. At the same time, with the development of structural and construction technologies, Free-Form Architecture are beginning to be implemented realized, as the desired data extraction such as the size and coordinate points of the members is possible. Currently, in many cities around the world, Irregular-Shaped High-rise Buildings, which express the dynamic symbolism, are recognized for their landmark values. In order to realize the Irregular-Shaped High-rise Buildings, it is necessary to understand various fields such as the characteristics of digital tools, digital technique logic, design process, and construction method. In particular, it is important to plan Irregular-Shaped High-rise Buildings so that the various types of efficiency can be reviewed together, while generating understanding and formations from the initial design stage. Therefore, this study uses conceptual and parametric design tools related to form generation in digital architecture to analyze the details, methods, and characteristics of the Irregular-Shaped High-rise Buildings form generation process. In this paper, the parametric design tool is applied to study the various types of design and the process characteristics that can be considered in the initial design stage of the unstructured skyscraper.

비정형 초고층 건물의 골조공사를 위한 가변형 테이블폼 (A Variable Table Form for Concrete Structural Frame Work of Irregular-Shaped Tall Buildings)

  • 임현수;김태훈;조훈희;강경인
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2011년도 추계 학술논문 발표대회
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    • pp.35-36
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    • 2011
  • Recently, an irregular-shaped super tall building has been increased, aiming toward landmarks of cityscape. However, the complex floor plan derived from an irregular shape requires considerable resources including time, cost, and effort to meet complex structural framework. Based on the motivation, the study proposes a table-form system that is variable slab form appropriate to an irregular shaped floor through improving limitations of an existing table-form system. The variable table-form is expected to reduce construction resources and improve constructability on an irregular floor plan of super tall buildings as well.

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비정형 건축물 구현을 위한 디지털 기술의 변천에 관한 연구 (The Transition of Digital Technologies for Irregular Shaped Buildings)

  • 유정원
    • 한국산학기술학회논문지
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    • 제12권9호
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    • pp.4210-4215
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    • 2011
  • 최근 세계적으로 크게 발전되고 있는 비정형 건축은 디지털 기술에 크게 의존하고 있으며, 이를 실현하기 위한 디지털 기술 또한 빠른 속도로 발전하여 왔다. 본 연구에서는 디지털기술이 적용된 비정형 건축 작품들이 출현하기 시작한 1990년대부터 현재까지의 건축 사례들과 적용된 디지털 기술의 시대적 특징을 살펴보고 디지털 기술의 현 주소와 나아갈 방향을 제시하였다.

3D 프린터로 제작된 비정형 거푸집의 최대 측압에 대한 유한요소해석 (Evaluation of Maximum Lateral Pressure on the 3D Printed Irregular-Shaped Formwork by Finite Element Analysis)

  • 이정호;주영규;김학범
    • 한국공간구조학회논문집
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    • 제17권4호
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    • pp.167-174
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    • 2017
  • The F3D(Free-Form Formwork 3D Printer) technology that manufactures EPS(Expanded Polystyrene) formworks for irregular-shaped concrete structures by 3D printers was developed to reduce the cost and time. Because of weak strength and low elastic modulus of the EPS, structural performance including lateral pressure by fresh concrete of the formwork that consisted of EPS should be investigated. In order to calculate lateral pressures acting on formwork, several variables including sizes, shapes of formwork, tangential force(fricition) between fresh concrete and formwork, and material properties of fresh concrete should be considered. However, current regulations have not considered the properties of concrete, only focused on vertical formwork. Galleo introduced 3-dimensional finite element analysis models to calculate lateral pressure on formwork. Thus, proposed finite element analysis model based on previous studies were verified for vertical formwork and irregular-shaped formwork. The test results were compared with those by FEM analysis. As a result, the test agrees well with the analysis.

자유형상 커튼월 구현을 위한 3D 프린팅을 활용한 스마트노드 시스템의 연구 (Study on the Connection Node System of Irregular-shaped Curtain wall Facade using 3D Printed Smart Node System)

  • 나상호;유승규;박영미;박정준;김성진
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 추계 학술논문 발표대회
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    • pp.8-9
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    • 2018
  • 3D printing has the unique advantage of the ability to customize freeform product even in small quantity. However, we need to select and apply the only necessary parts of it because of the high cost of the manufacturing technology. It is of critical importance in irregular-shaped curtain walls to ensure precision of construction as well as quality fo finish. Complex shape that have structural members at varying angles can have nodes of different shapes making it unfeasible to construct using a general node connection detail. Therefore, this study aims to utilize smart node system using 3D printing as a solution to complex irregular-shaped curtain wall design.

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비정형 건축물을 위한 가설구조시스템의 설계 인자 분석 (Study on Design Factors of System Support for Irregular Shaped Structures)

  • 채성민;이창환;정광량
    • 한국공간구조학회논문집
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    • 제18권1호
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    • pp.85-92
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    • 2018
  • Construction techniques and materials are developing and structures are designed to be irregular shaped, and therefore more detailed structural analysis is required. The purpose of this study is to analyze the cause of accidents related to falsework systems during construction and discuss prevention methods in order to prevent accidents relate to prefabricated shoring system during construction. In this paper structural analysis was conducted to study the influence of slab irregularity on system supports and analysis to investigate the participation of the bracing in the system support.

과수원 스피드스프레이어의 작업 경로 최적화를 위한 오더 피킹 알고리즘 (Order-picking Algorithm for Optimizing Operation Path of Orchard Speed Sprayer)

  • 박두산;황규영;조성인
    • Journal of Biosystems Engineering
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    • 제33권1호
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    • pp.51-57
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    • 2008
  • The purpose of this study was to develop an optimal path planning program for autonomous speed sprayer in orchard. A digital map which contained coordinate information and entity information including height, width, radius of main stem, and disease of a trees was developed to build an optimal path. The digital map, dynamic programming and order-picking algorithm were used for planning an optimal path for autonomous speed sprayers. When this algorithm applied to rectangular-shaped orchards to travel whole trees, the developed program planned the same working path and same traveling distance as those of created by conventional method. But for irregular-shaped orchards, developed program planned differently and 5.06% shorter path than conventional method. When applied to create path for multi-selected trees, irregular-shaped orchards showed 13.9% shorter path and also rectangular-shaped orchards showed 9.1% shorter path. The developed program always planned shorter path than the path created by conventional method despite of variation of shape of orchards.