• 제목/요약/키워드: Geometrical

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동재하시험을 이용한 모래지반의 말뚝지지력 산정 (Evaluation of Bearing Capacity of Piles in Sand Using Pile Driving Analyzer)

  • 이우진;석종수
    • 한국지반공학회지:지반
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    • 제13권5호
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    • pp.145-154
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    • 1997
  • 말뚝재하시험방법 중 정적재하시험은 시험에 소요되는 시간과 비용측면에서 불리하여 이를 개선하기 위한 여러 가지의 시험방법이 개발되어 소개되고 있다. 국내에 소개된 시험방법으로는 동재하시험으로 불리는 항타분석기 (PDA : Pile Driving Analyzer)를 이용한 방법을 비롯하여 STATNAMIC. Osterberg cell등이 있다. 이들 중 동재하시험의 사용은 상당히 활성화되어 있는 실정이나 지반조건과 말뚝시공방법에 따라서는 지지력산정시 추가적인 해석모델을 사용하여야 보다 정확한 지지력을 평가 할 수 있는 것으로 알려져 있다. 본 논문에서는 현장에서 수행한 정적 및 동적 재하시험결과의 비교1분석으로 부터 주로 SIP말뚝에 대한 동재하시험시 발생할수 있는 기하감쇠(geometrical damping)의 영향을 고찰하였다. 해석결과로 부터 기하감쇠가 발생한 지반의 경우 CAPWAP에 의해 산정된 지지력이 정재하시험에 의한 지지력에 비해 30~60% 정도 과소평가 되었으며 이때 말뚝주면에 대한 Smith의 감쇠계수 (SSkn)가 1.0 sec/m를 초과 하였다. CAPWAP해석시 기하감쇠를 고려한 해석모델을 사용함으로써 정재하 시험결과와 근사한 지지력을 얻을 수 있었으며 SSkn값도 0.7sec/m이하의 일반적인 범위로 해석되었다.

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구체적 조작.실험을 통한 탐구활동이 평면도형의 성질 이해 및 수학적 의사소통능력에 미치는 영향 (Effect of Inquiring Activities through Manipulative Materials-Experiment on Geometrical Properties Understanding and Communicative Competence)

  • 임근광
    • 한국초등수학교육학회지
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    • 제14권3호
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    • pp.701-722
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    • 2010
  • 기하를 학습하기 위해 학생들은 일상생활에서 접하는 대상과 다른 구체적 자료를 사용해서 조사하고, 실험하고, 탐구해 보아야 한다. 구체적 조작활동은 수학적 모델링을 하는 과정에서 수학적 개념이나 절차를 이해하게 하고 이것을 기호로 나타내 주는 것을 도와주고 컴퓨터를 활용한 실험활동은 추상적인 학습내용을 시각화하여 직관적, 탐구적 활동에 초점을 둘 수 있게 한다. 따라서 본 연구는 구체물과 탐구형소프트웨어를 활용하여 구체적 조작 실험 활동을 할 수 있는 활동지를 개발하여 평면도형의 성질을 탐구할 수 있는 방안을 제시하고 그 효과를 검증하였다. 구체적 조작 실험의 수업은 중위 수준과 하위 수준의 학생들에게 평면도형의 성질 이해하는데 효과가 있었으며 상위수준 및 하위수준의 학생들에게 수학적 의사소통 능력을 향상시키는데 효과가 있는 것으로 나타났다. 학생들은 조작 실험 활동을 할 때 활동에 필요한 자료의 특성을 먼저 파악해야 하며 학생들에게 활동을 선택하게 할 때 교사의 치밀한 계획과 관찰이 요구된다. 또한 조작활동 후 수학적 의미를 연결짓기 위한 토론 활동이 요구된다.

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Prediction on load carrying capacities of multi-storey door-type modular steel scaffolds

  • Yu, W.K.;Chung, K.F.
    • Steel and Composite Structures
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    • 제4권6호
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    • pp.471-487
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    • 2004
  • Modular steel scaffolds are commonly used as supporting scaffolds in building construction, and traditionally, the load carrying capacities of these scaffolds are obtained from limited full-scale tests with little rational design. Structural failure of these scaffolds occurs from time to time due to inadequate design, poor installation and over-loads on sites. In general, multi-storey modular steel scaffolds are very slender structures which exhibit significant non-linear behaviour. Hence, secondary moments due to both $P-{\delta}$ and $P-{\Delta}$ effects should be properly accounted for in the non-linear analyses. Moreover, while the structural behaviour of these scaffolds is known to be very sensitive to the types and the magnitudes of restraints provided from attached members and supports, yet it is always difficult to quantify these restraints in either test or practical conditions. The problem is further complicated due to the presence of initial geometrical imperfections in the scaffolds, including both member out-of-straightness and storey out-of-plumbness, and hence, initial geometrical imperfections should be carefully incorporated. This paper presents an extensive numerical study on three different approaches in analyzing and designing multi-storey modular steel scaffolds, namely, a) Eigenmode Imperfection Approach, b) Notional Load Approach, and c) Critical Load Approach. It should be noted that the three approaches adopt different ways to allow for the non-linear behaviour of the scaffolds in the presence of initial geometrical imperfections. Moreover, their suitability and accuracy in predicting the structural behaviour of modular steel scaffolds are discussed and compared thoroughly. The study aims to develop a simplified and yet reliable design approach for safe prediction on the load carrying capacities of multi-storey modular steel scaffolds, so that engineers can ensure safe and effective use of these scaffolds in building construction.

제임스 터렐의 작품에 나타난 기하학적 공간구성, 시지각적 역동성 그리고 존재론적 의미에 관한 연구 - '웨지워크', '스페이스 디비전', '스카이스페이스' 프로젝트를 중심으로 - (A Study on the Geometrical Space Composition, Dynamic Visual Perception and Questions of Existence found in the Works of James Turrell - Focusing on 'Wedgework', 'Space Division', 'Skyspace' Projects -)

  • 김종진
    • 한국실내디자인학회논문집
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    • 제21권5호
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    • pp.145-152
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    • 2012
  • Since 1966 when James Turrell completed his studies on Art, he has been working on the consistent theme of Art. For the 46 years of time, site contexts, scales, methods of light have been changed and they made Turrell's unique 'project series'. Each series has different spatial, visual-perceptual forms and characteristics from other series. The differences were caused by the given situations, but also Turrell intentionally pursued it. However, there are essential theme of art that has not changed in most of Turrell's projects. Target of this paper is to study the unchanged theme as well as the differences. The study starts with three questions: first, what is the geometrical space composition?, second, what is the visual-perceptual phenomenon?, third, what is the hidden consistent theme? This research focuses on three case projects: Wedgework, Space Division Constructions, Skyspaces. These project series are in between the early small object-like installations and the late mega-scale outdoor projects. The study found that geometrical space composition has important role to give visual-perceptual dynamism to the viewer. The phenomenological perception is connected to the questions of relationship between human and space, ultimately human and the world. Although the Merleau-Ponty's philosophy has been related to the work of Turrell in various previous studies, Cartesian 3-dimensional geometry has also crucial role to experiment a viewer's perceptual boundaries. Image of infinity is another aspect of three cases, especially Space Division Constructions and Skyspaces. Through these structure, Turrell's work lead to an ultimate question of meaning for human existence in infinite space. It is hoped that this paper is helpful for Architecture and Interior design field in which light and space are essential.

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Comparison of Target Localization Error between Conventional and Spiral CT in Stereotactic Radiosurgery

  • Kim, Jong-Sik;Ju, Sang-Kyu;Park, Young-Hwan
    • 대한방사선치료학회지
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    • 제12권1호
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    • pp.20-25
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    • 2000
  • The accuracy of the target localization was evaluated by conventional and spiral CT in stereotactic radiosurgerv. Conventional and spiral CT images were obtained with geometrical phantom, which was designed to produce exact three-dimensional coordinates of several objects within 0.1mm error range. Geometrical phantom was attached by BRW headframe, intermediate head ring, and CT localizer. Twentv-seven slices of conventional CT image were scanned at 3 mm slice thickness. Spiral CT images were scanned at 3 mm slice thickness from the pitch value 1 to 3, and twenty-seven slices of image were obtained per each the pitch value. These CT images were transferred to a treatment planning system(X-knife, Radionics) by ethernet, Three-dimensional coordinates of these images measured from the treatment planning system were compared to known values of geometrical phantom. The mean localization error of the target localization of conventional CT was 1.4mm. In case of spiral CT, the error of the target localization was within 1.6mm from the pitch value 1 to 1.3, but was more than 30mm above the pitch value 1.5. In conclusion, as the localization error of spiral CT was increased in high pitch value compared to conventional CT, the application of spiral CT will be with caution in stereotactic radiosurgery.

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Mesh topological form design and geometrical configuration generation for cable-network antenna reflector structures

  • Liu, Wang;Li, Dong-Xu;Jiang, Jian-Ping
    • Structural Engineering and Mechanics
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    • 제45권3호
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    • pp.411-422
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    • 2013
  • A well-designed mesh shape of the cable net is of essential significance to achieve high performance of cable-network antenna reflectors. This paper is concerned with the mesh design problem for such antenna reflector structure. Two new methods for creating the topological forms of the cable net are first presented. Among those, the cyclosymmetry method is useful to generate different polygon-faceted meshes, while the topological mapping method is suitable for acquiring triangle-faceted meshes with different mesh grid densities. Then, the desired spatial paraboloidal mesh geometrical configuration in the state of static equilibrium is formed by applying a simple mesh generation approach based on the force density method. The main contribution of this study is that a general technical guide for how to create the connectivities between the nodes and members in the cable net is provided from the topological point of view. With the new idea presented in this paper, multitudes of mesh configurations with different net patterns can be sought by a certain rule rather than by empiricism, which consequently gives a valuable technical reference for the mesh design of this type of cable-network structures in the engineering.

형식주의 예술의상의 미적 가치 (The Aesthetic Values of Formalism Art to Wear)

  • 서승미;양숙희
    • 복식문화연구
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    • 제11권1호
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    • pp.118-134
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    • 2003
  • The first purpose of this study is to take a better look it the background of Formalism art in the cultural society and to examine the aesthetic value of the formative arts of formalism architecture that are ail basically founded upon the study of Formalism. Secondly, it analyzes the aesthetic value of Formalism Art to Wear, Which can be explained as a mixture of art and fashion, by investigate to the features of art history. The results are as follows; First, Formalism Art to Wear of Simultaneity does not represent continuance but simultaneous. In other words. inside the same time and place of dimension, events art visualized without transformation. Secondly, formalism Art to Wear of Geometrical Aesthetics deals with a purely genuine atmosphere that pursues absolute perfection, composed abstract of geometrical shapes. Thirdly, Fomarlism Art to Wear of Deformation breaks analysis from balance and symmetry showing extreme transformation nil new vitality. Fourthly, Formalism Art to Wear of Space Extension experiments with post-corporeality. Post-corporeality centers the human body extension that is open to various boundaries of implosion and electronic technologies, providing us with a new Cyborg of the digital body.

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섬유다발의 굴곡도에 따른 유연직물복합재료의 등가탄성계수 예측 (Prediction of Equivalent Elastic Modulus for Flexible Textile Composites according to Waviness Ratio of Fiber Tows)

  • 서영욱;김성준;안석민
    • 항공우주기술
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    • 제9권2호
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    • pp.73-79
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    • 2010
  • 본 연구에서는 비선형 유한요소 해석을 수행하여 굴곡도에 따른 유연직물복합재료의 등가 탄성계수를 예측하였다. 해석은 상용 유한요소 해석 프로그램인 ABAQUS를 사용하여 수행되었다. 해석에서는 섬유다발의 재료적 비선형성과 대변형 시 발생하는 기하학적 비선형성이 고려되었으며, 섬유다발의 대 전단 변형으로 발생하는 기하학적 비선형성을 고려하기 위하여 사용자 부프로그램을 작성하여 이를 ABAQUS내에 삽입하였다. 결과에서는 일축하중 상태에 있는 유연직물복합재료의 응력-변형률 거동을 예측하여 이로부터 계산된 등가탄성계수를 시험결과와 비교하였으며, 다양한 섬유 굴곡도를 갖는 유연직물복합재료에 대한 등가탄성계수를 계산하였다.

TS형 박강판 용접 구조물의 자동화설계를 위한 피로특성에 관한 연구 (A Study on Fatigue Characteristics for Design Automation of TS-Type Spot Welded Lap Joint)

  • 백승엽;배동호
    • 한국생산제조학회지
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    • 제21권2호
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    • pp.290-296
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    • 2012
  • Cold-rolled carbon steel sheets are commonly used in railroad car or commercial vehicles such as the automobile. These are mainly fabricated by spot welding which is a kind of electric resistance welding. But fatigue strength of spot welding joint is lower than that of base metal due to high stress concentration at nugget edge of the spot welded part. And fatigue strength of them is especially influenced by not only geometrical and mechanical factors but also welding conditions of the spot welded joint. So for fatigue design of gas welded joints such as TS-type joints, it is necessary to obtain design information on stress distribution at the weldment as well as fatigue strength of spot welded joints. And also, the influence of the geometrical parameters of spot welded joints on stress distribution and fatigue strength must be evaluated. And analysis approach for fatigue test using design of experiment are evaluated optimum factor in TS-type welded joint and geometrical parameters of materials. Using these results, that factors applied to fundamental information for automation of fatigue design.

채널단면의 기하학적 형상변화에 따른 캔틸레버 적층구조물의 안정성 연구 (Stability of Cantilevered Laminated Composite Structures with Open Channel Section by Geometrical Shape Variations)

  • 박원태;천경식;손병직
    • 한국구조물진단유지관리공학회 논문집
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    • 제8권2호
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    • pp.169-175
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    • 2004
  • 본 연구에서는 채널단면을 갖는 캔틸레버 복합적층 구조물의 안정성에 다루었다. 보다 합리적이고 효율적인 설계의 기초자료를 제시하고자 채널단면의 길이비와 곡절각도 등과 같은 기하학적 형상변화와 화이버의 보강각도에 따른 좌굴거동을 분석하고, 그에 따른 상호작용에 의한 안정성을 파악하였다. 이를 근거로 캔틸레버 복합적층 구조물의 적절한 채널단면 및 복합재료의 적층구조형식 등을 공학적 측면에서 고찰하고 제시하였다.