• 제목/요약/키워드: subtended angle

검색결과 40건 처리시간 0.027초

한국인의 관상면상 원위 경골 관절면 각의 측정 (Distal Tibial Articular Surface Angle in the Coronal Plane in Koreans)

  • 이경태;김진수;양기원;김재영;차승도;김응수
    • 대한족부족관절학회지
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    • 제10권1호
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    • pp.56-59
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    • 2006
  • Purpose: The purpose of this study is to find out the normal distal tibial articular surface angle in coronal plane in Koreans. This would be helpful as the basic data for ankle reconstruction after trauma or deformity correction. Materials and Methods: Weight bearing anteroposterior radiographs of 123 normal ankles were reviewed. A line parallel to the shaft of the tibia was made. Another line was drawn parallel to the articular surface of the distal tibia. The superolateral angle that subtended by these two lines was measured. Results: There were 72 males and 51 females. The mean age overall was 35.7 years old. The mean age for males was 31.9 ($28{\sim}36$) years old. The mean age for females was 41.1 ($37{\sim}45$) years old. The mean distal tibial articular surface angle was $90.8^{\circ}$. The mean distal tibial articular surface angle for males was $91.5^{\circ}$ and for females $89.9^{\circ}$. Conclusion: The mean distal tibial articular surface angle in coronal plane for Koreans is $90.8^{\circ}$. We can avoid the error of the varization at the ankle alignment when the correction was performed vertical or minimal valgus to tibia tuberosity axis in Korean people.

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탄성지지된 곡선부재의 면내 자유진동 (In-Plane free Vibrations of Curved Members with Elastic Supports)

  • 오상진;강희종;박광규
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 추계학술대회논문집
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    • pp.815-818
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    • 2006
  • This paper deals with the free, in-plane vibrations of curved members with the translational(radial and tangential directions) and rotational springs at the ends. The governing differential equations for the circular curved member are solved numerically using the corresponding boundary conditions. The lowest three natural frequencies and the corresponding mode shapes are obtained over a range of non-dimensional system parameters: the subtended angle, the slenderness ratio, the translational spring stiffness, and the rotational spring stiffness.

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전단변형을 고려한 회전 가능한 지점을 갖는 원호 아치의 자유진동 (Free Vibrations of Shear Deformable Circular Arches with Rotationally Flexible Supports)

  • 오상진;윤희민;박광규
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.1181-1184
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    • 2007
  • 이 논문에서는 단부가 힌지와 회전스프링으로 지지된 원호 아치의 면내 자유진동에 대한 지배 미분방정식을 수치해석하여 대상 구조에 대한 최저차 4개의 고유진동수 및 진동형을 산출하였다. 축변형, 회전관성 및 전단변형 효과를 고려한 지배방정식을 채택하였으며, 해석결과로서 아치 중심각, 세장비 및 단부의 회전스프링상수 변화에 따른 고유진동수 및 진동형의 변화를 고찰하였다.

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수평곡선 격자형교의 자유진동해석 (Free Vibration Analysis of Horizontally Curved Multi-Girder Bridges)

  • 윤기용;강영종
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1996년도 가을 학술발표회 논문집
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    • pp.55-61
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    • 1996
  • In the present study, a numerical formulation procedure fer free vibration analysis of thin-walled horizontally curved multi-girder bridges is presented. The presented finite element procedure consists of curved and straight beam elements including warping degree of freedom. The homogeneous solutions of curved beam equations were used for shape functions in numerical formulation to achieve good convergence. In the straight beam element, the third order hermite polynomials were used fer shape functions. The Gupta method was used to solve the eigenvalue problem efficiently. The developed numerical procedure was applied to investigate the characteristics of free vibration of horizontally curved multi-girder bridges with varing subtended angle.

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탄성스프링으로 지지된 곡선형 Timoshenko 보의 면내 자유진동 (In-Plane Vibrations of Curved Timoshenko Beams with Elastic Springs at Both Ends)

  • 오상진;모정만;강희종
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
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    • pp.105-110
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    • 2007
  • The differential equations governing free, in-plane vibrations of circular curved beams with elastic springs at beth ends, including the effects of axial deformation, rotatory inertia and shear defamation. are solved numerically using the corresponding boundary conditions. The lowest three natural frequencies are calculated over a wide range of non-dimensional system parameters, the radial, tangential and rotational spring parameters, the subtended angle, the slenderness ratio and the shear parameter.

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회전관성, 전단변형 및 축변형을 고려한 변단면 원호아치의 자유진동 (Free Vibrations of Tapered Circular Arches Considering Rotatory Inertia. Shear Deformation and Axial Deformation)

  • 오상진;모정만
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2001년도 추계학술대회논문집 II
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    • pp.1254-1259
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    • 2001
  • This paper deals with the free vibrations of circular arches with variable cross-section. The differential equations governing free, in-plane vibrations of tapered circular arches, including the effects of rotatory inertia, shear deformation and axial deformation, are derived and solved numerically to obtain frequencies and mode shapes. Numerical results are calculated for the quadratic arches with hinged-hinged and clamped-clamped end constraints. Three general taper types for a rectangular section are considered. The lowest four natural frequencies and mode shapes are presented over a range of non-dimensional system parameters: the subtended angle, the slenderness ratio and the section ratio.

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파형 복부판이 수평 곡선 I형 거더의 극한 거동에 미치는 영향 (Effects of Corrugated Webs on the Ultimate Behavior of Horizontally Curved I-shaped Girders)

  • 김승준;한택희;원덕희;강영종
    • 대한토목학회논문집
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    • 제33권4호
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    • pp.1327-1336
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    • 2013
  • 본 논문은 파형 복부판이 수평 곡선 I형 거더의 극한 거동에 미치는 영향을 다룬다. 파형 복부판은 기하학적 특성에 따라 플레이트 거더의 비틂 및 뒴 강성 증진을 위해 적용이 가능하다. 그동안 파형 복부판이 일반 직선 거더의 극한 거동에 미치는 영향을 다룬 많은 연구들이 있었으나, 면외 방향 거동이 주요하게 나타나는 곡선 거더의 극한 거동에 미치는 영향에 대한 연구는 거의 이루어지지 않았다. 이 연구에서는 비탄성-비선형 해석을 통해 파형 복부판 수평 곡선 I형 거더의 극한 거동을 다룬다. 본 해석 연구에서는 파형 복부판을 갖는 곡선 거더의 극한 거동에 영향을 미칠 수 있는 기하학적 인자로써, 곡선 거더의 횡방향 비지지 길이와 사잇각, 복부판의 파고 및 파장이 주요 매개변수로 고려되었다. 본 해석 연구를 통해, 각 매개변수 변화에 따른 극한 거동 및 내하력 변화를 분석하고, 일반 판형 복부판이 적용된 거더의 내하력과 비교하여 파형 복부판이 내하력 증진에 미치는 영향을 도출하였다. 본 해석 결과에 따르면, 높은 비틂 및 뒴 강성에 의해 파형 복부판은 곡선 거더의 내하력 증진에 효과적인 것으로 나타났다. 그러나 곡선 거더의 곡률 또는 사잇각이 작은 경우, 파형 판의 아코디언 효과에 의해 오히려 내하력이 감소될 수 있다는 것 또한 나타났다.

Brazilian Test of Concrete Specimens Subjected to Different Loading Geometries: Review and New Insights

  • Garcia, Victor J.;Marquez, Carmen O.;Zuniga-Suarez, Alonso R.;Zuniga-Torres, Berenice C.;Villalta-Granda, Luis J.
    • International Journal of Concrete Structures and Materials
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    • 제11권2호
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    • pp.343-363
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    • 2017
  • The objective of this work was finding out the most advisable testing conditions for an effective and robust characterization of the tensile strength (TS) of concrete disks. The independent variables were the loading geometry, the angle subtended by the contact area, disk diameter and thickness, maximum aggregate size, and the sample compression strength (CS). The effect of the independent variables was studied in a three groups of experiments using a factorial design with two levels and four factors. The likeliest location where failure beginning was calculated using the equations that account for the stress-strain field developed within the disk. The theoretical outcome shows that for failure beginning at the geometric center of the sample, it is necessary for the contact angle in the loading setup to be larger than or equal to a threshold value. Nevertheless, the measured indirect tensile strength must be adjusted to get a close estimate of the uniaxial TS of the material. The correction depends on the loading geometry, and we got their mathematical expression and cross-validated them with the reported in the literature. The experimental results show that a loading geometry with a curved contact area, uniform load distribution over the contact area, loads projected parallel to one another within the disk, and a contact angle bigger of $12^{\circ}$ is the most advisable and robust setup for implementation of BT on concrete disks. This work provides a description of the BT carries on concrete disks and put forward a characterization technique to study costly samples of cement based material that have been enabled to display new and improved properties with nanomaterials.

뇌세포의 전기자극에 의한 맹인의 시감각 회복에 관한 연구 (Artificial Vision : Electrical Stimulation of the Visual Cortex)

  • 차기철
    • 대한의용생체공학회:학술대회논문집
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    • 대한의용생체공학회 1991년도 춘계학술대회
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    • pp.28-30
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    • 1991
  • 뇌의 시세포를 전기적으로 자극할때 작고 환한 섬광을 보게된다. 이 원리를 이용하여 전기 핀 배열판으로 축구 경기장의 전광판 같은 이미지를 만들어 맹인을 위한 기능적 시각, 걷기 혹은 글 읽기를 가능케 할 수 있다. 유타대학 생체공학과는 인공시각 연구에서 최고의 역사를 가지고 있다. 최근에 개발된 실리콘 전극 배열판은 가까운 장래의 인체 실험을 남겨놓고 있다.

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배경조건에 따른 Visual Field에서의 Stationary Field의 변화

  • 기도형;정의승;신용탁
    • 한국경영과학회:학술대회논문집
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    • 대한산업공학회/한국경영과학회 1994년도 춘계공동학술대회논문집; 창원대학교; 08월 09일 Apr. 1994
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    • pp.375-384
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    • 1994
  • Depending upon the eye and head movement, the visual field is often classified into three categories; stationary field, eye field and head field. To investigate the effect of background condition on the size of stationary field, an experiment was conducted, in which the subject was instructed to search a target with distinct orientations. In each trial, a single target was presented on the rear-view screen projected by the two-field tachistoscope, with the visual angle subtended 4.3.deg. vertically and horizontally. Density, meridian and subject showed a significant effect on stationary field at .alpha.=0.01, where density was inversely proportional to the size of stationary field. The size of the stationary field on horizontal axis was larger than that on vertical axis, and that on right and below meridian also larger than on left and lower meridian. The shape was found to be horizontally oriented oval and statistically asymmetric with respect to horizontal and vertical axes. The regression equation to predict stationary field on the given background condition was suggested. These results were expected to be used as a designing guideline when arranging displays and controls on panels such as automobile display panels, cockpits, etc. In addition, it can be inferred from the results that eye field and head field are also subjected to the influence of background condition.