• 제목/요약/키워드: Frame Type

검색결과 1,341건 처리시간 0.024초

자전거 프레임 특정부분의 보강효과와 프레임에 미치는 응력과 변형 연구

  • 김태훈;양동민;하윤수
    • EDISON SW 활용 경진대회 논문집
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    • 제4회(2015년)
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    • pp.207-211
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    • 2015
  • In this paper, 2 kinds of models about bike frame are simulated with static structural analysis. A bike frame with diamond type is compared with another model that Down tube is eliminated from original diamond frame. About both types of models, Property of a material and conditions of restriction & load are the same. This study shows reinforcement effects of a partial frame by adding down tube and impacts generated by applying a load at the frame such as weak points & high stress parts as well as expected deformation. The structural result of this study indicates that the equivalent stress or total deformation decreases by 57.1% or 36.4%, respectively. Also stress concentration sites are leg connecting parts, front/rear wheels fixed region and Max deformation is generated from Seat tube. In conclusion, A Down tube is highly efficient as reinforcement than frame without non down tube. Furthermore, The safety rises in case of reducing top tube thickness and increasing a reinforcement at leg connecting parts or concentration regions.

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중저층 상부벽식 하부골조 구조의 고유주기 산정식에 관한 연구 (Study on the Equation of Natural Period of Middle and Low Rise Building of Upper-Walled Lower Frame Type)

  • 유석형
    • 한국구조물진단유지관리공학회 논문집
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    • 제25권5호
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    • pp.60-67
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    • 2021
  • 국토교통부(2018)의 「필로티 건축물 구조설계 가이드라인」에서는 국내 필로티 형식의 다세대 주택과 같이 중저층의 상부벽식 하부 골조구조를 이루고 있는 복합구조의 고유주기를 안전성을 고려하여 상부 벽식구조에 해당하는 식을 적용하도록 제시하고 있다. 그러나 현행 벽식구조의 고유주기 산정 기준식은 주로 휨 거동하는 고층 벽식구조를 대상으로 한 실측 결과를 통하여 제정된 것으로서 벽체가 전단거동을 하는 국내 4층이하 필로티형 다세대 주택에는 적합하지 않을 것으로 사료되며, 또한, Park et al. (2000)은 해석적 연구를 통하여 10층 이상의 복합구조물의 고유주기에서 하부 골조구조의 영향이 상부 벽식구조보다 크게 작용하고 있음을 확인하였다. 따라서 본 연구에서는 중저층 필로티 구조의 고유주기에 미치는 하부골조의 영향을 검토하기 위하여 상부 벽식구조의 전단 및 휨 강성과 하부골조구조의 전단강성을 변수로 하는 대상 구조물들에 대하여 유한요소 모델을 이용한 고유치 해석과 고유주기 산정 근사식 그리고 현행 고유주기 산정 기준식을 이용하여 고유주기를 산출하고 비교하였다. 비교결과 하부골조의 전단강성변화가 상부벽체의 휨 또는 전단강성의 변화보다 건물 전체의 고유주기에 더 큰 영향을 주는 것으로 나타났다.

비디오 프레임 타입을 이용한 비디오 셧 검출 (Video Shot Detection Based on Video Frame Types)

  • 김영빈;류광렬;로버트스크라바시
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2007년도 춘계종합학술대회
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    • pp.145-148
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    • 2007
  • 논문은 비디오 픽쳐 타입을 이용한 비디오 셧 검출에 관한 연구이다. 제안한 방법은 압축된 비디오 프레임에 대하여 원 영상을 복원하지 않고, 압축 상태의 비디오 프레임을 이용한다. I픽쳐 프레임에서 DC영상을 복원하고, P픽쳐 프레임에서는 매크로블록의 개수를 이용하여 비디오 셧을 검출 한다. 테스트 비디오를 이용하여 실험 결과 $85\sim98%$의 장면전환 검출이 가능 하였고, 압축비트스트림을 복원하여 장면전환의 셧을 검출 하는 기법에 비해 4배 빠른 검색이 가능하다.

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Global seismic performance of a new precast CFST column to RC beam braced frame: Shake table test and numerical study

  • Xu, S.Y.;Li, Z.L.;Liu, H.J.
    • Steel and Composite Structures
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    • 제21권4호
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    • pp.805-827
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    • 2016
  • A new type of precast CFST column to RC beam braced frame is proposed in this paper. A series of shake table tests were conducted to excite a one-third scale six-story model for investigating the global seismic performance of this type of structure against earthquake actions. Particular emphasis was given to its dynamic property, global seismic responses and failure path. Correspondingly, a numerical model built on the basis of fiber-beam-element model, multi-layer shell model and element-deactivation method was developed to simulate the seismic performance of the prototype structure. Numerical results were compared with the measured values from shake table tests to verify the validity and reliability of the numerical model. The results demonstrated that the proposed novel precast CFST column to RC beam braced frame performs excellently under strong earthquake excitations; the "strong CFST column-weak RC beam" and "strong connection-weak member" anti-seismic design principles can be easily achieved; the maximum deflections of precast CFSTC-RCB braced frame satisfied the deflection limitations proposed in national code; the numerical model can properly simulate the dynamic property and responses of the precast CFSTC-RCB braced frame that are highly concerned in engineering practice.

프레임형 해양구조물의 보치환 기법에 관한 연구 (A Study on the Beam Permutation Technique for Frame Type Offshore Structures)

  • 박춘군;박한일
    • 한국해양공학회지
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    • 제13권1호통권31호
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    • pp.23-28
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    • 1999
  • For offshore structures, dynamic analysis becomes increasingly important as water depth increases and structural configuration becomes more slender. In the case of dynamic analysis of frame structures, much computer time and high cost are required due to many degrees of freedom, In this paper, a new technique of permutating a segment of frame structure to a beam is developed, which is called here Beam Permutation Technique. The technique is based on definition of stiffness matrix of the beam which is obtained by defining the actions(or forces) required to obtain unit translation or rotation for each degree of freedom wiht al other degree of freedom restrained to zero displacement or rotation. In the technique, an assumption is made that relative positions of nodes in the ends of the segment are not variable, The technique can significantly reduce the degrees of freedom of frame structures and thus the computiong time in dynamic analysis. The natural frequencies and static displacements of the permutated beam are obtained and compared to those of ANSYS with a good agreement.

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MPEG-4 Shape Decoder의 적합성 검사 (Conformance Test for MPEG-4 Shape Decoders)

  • 황혜전;박인수;박수현;이병욱
    • 한국통신학회논문지
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    • 제25권6B호
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    • pp.1060-1067
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    • 2000
  • MPEG-4 영상압축 방식은 객체지향적이다. 기존의 H.261, MPEG-1, MPEG-2에서 화면 전체를 부호화 해주는 것과 달리 MPEG-4에서는 한 화면을 물체, 배경 등 여러 객체들로 나누어 각각의 객체를 따로 부호화한다. 이렇게 전송된 객체들은 수신 단말기에서 다시 합성하여 완성된 화면으로 보여준다. MPEG-4의 형상 부호화는 화면에서 visual 객체에 해당하는 부분만을 부호화 해주는 부분이다. 본 논문에서는 MPEG-4 디코더가 형상 복호화의 표준 규격을 따르는지를 시험하는 방법을 제안한다. 본 논문은 BAB type을 결정하는 mode 복호화의 모든 경우와 Context-based Arithmetic 복호화의 Context computation에 대한 모든 경우에 대해 확인하는 방법을 제안하였다.

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철근콘크리트 프레임면내 조적벽체의 내진성능 평가 및 개선기술 (Improvement and Evaluation of Seismic Resistant Performance of Reinforced Concrete Infilled Masonry Frame)

  • 신종학;하기주;전하석;이종찬
    • 한국구조물진단유지관리공학회 논문집
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    • 제4권1호
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    • pp.147-155
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    • 2000
  • Five reinforced concrete rigid frame and masonry infilled wall and cut off type masonry infilled wall were tesed during vertical and cyclic loads simultaneously. Experimental programs were accomplished to improve and evaluate the structural performance of test specimens, such as the hysteretic behavior, the maximum horizontal strength, crack propagation, and ductility etc. Test variables are hoop reinforcement ratio, with or without masonry infilled wall, and masonry method. All the specimens were constructed in one-third scale size. Based on the test results, the following conclusions can be made. For masonry infilled wall(IFB-1), maximum horizontal capacity was increased by 1.45 time in comparision with that of rigid frame(FB-0). For cut off masonry infilled wall (IFBC-1~3), maximum horizontal capacity was increased by 1.73~1.98 time in comparision with that of rigid frame(FB-0). For cut off masonry infilled wall(IFBG-1~3), ductility was increased by 1.48~2.08 time in comparision with that of masonry infilled wall (IFB-1).

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고무차륜형식 경전철(AGT) 대차의 구조해석 및 주파수 응답해석 (The Structural and Frequency Response Analysis for the Bogie of the Rubber Wheel-type AGT)

  • 변상윤;유형선;윤성호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 1999년도 추계학술대회 논문집
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    • pp.558-565
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    • 1999
  • Rubber wheel-type AGT has two major kinds of bogie; one is the bogie type and the other and passenger loads. This paper deals with the statics analysis for two types of bogie frame subjected to combined external forces, as well as independent ones specified in UIC 515-4. Furthermore, the dynamics analysis is performed under vibrational loading conditions so as to compare dynamic characteristics, Numerical results by using commercial packages, Ⅰ-DEAS and NASTRAN show that maximum stresses do not exceed the yielding level of material used for both bogies. From an overall viewpoint of strength, the bogie type turns out to be superior to the steering type except the case of a lateral loading. It is also observed that the steering type shows a be stiffened. It is strongly anticipated that vibrational fatigue analysis should be carried out under realistic loading conditions closely matching to situations such as running surface and lateral clearances along the guideway.

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The Effect of Hangul Font on Reading Speed in the Computer Environment

  • Kim, Sunkyoung;Lee, Ko Eun;Lee, Hye-Won
    • 대한인간공학회지
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    • 제32권5호
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    • pp.449-457
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    • 2013
  • Objective: The aim of this study is to investigate the effect of Hangul font on reading speed when texts are displayed on the computer screen. Background: Reading performance is influenced by fonts. However, there are few studies of Hangul font from a cognitive perspective. Fonts could affect reading performance directly and indirectly, interacting with other visual-perceptual factors such as size, word spacing, and line spacing. Method: In experiment 1, two variables were manipulated; a frame condition(square frame non-square frame) and a stroke condition(serif sans-serif). According to each condition, one of the four fonts was applied to the texts. The height of the four fonts was controlled. The participants were asked to read aloud the presented texts. In experiment 2, the non-square frame fonts were adjusted to have approximately the same size, width, letter spacing, and word spacing as the square frame fonts. The experimental design and task used in experiment 2 were identical with experiment 1. Results: In general, reading speed was faster in the square frame fonts than in the non-square frame fonts. The reading speed was not significantly different across stroke conditions. Conclusion: The frame of Hangul font significantly influenced reading speed. These results suggest that the type of Hangul font is a factor to affect reading performance. Application: The frame of fonts should be considered in designing of new fonts. The square frame fonts should be the preferred choice to enhance legibility.

평형식진동탄환암거천공기의 연구(II) -모수실험 : 진동에 대하여- (A Study on Balanced-Type Oscillating Mole Drainer (II) (Model Test For Vibration))

  • 김용환
    • 한국농공학회지
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    • 제17권4호
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    • pp.3962-3969
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    • 1975
  • 1. When the frame of the experimental apparatus was directly fixed on the platform, result from the spectrum density analysis showed that the generated vibration frequecy of the system was nearly-same as the system's own characteristic vibration frequency, 80Hz, in the case of the forcing vibration frequency was 7.5 to 22.5Hz. The reduction ratio of acceleration by balanced type model compare to non-balanced type one was 26.66 percent. 2. When the frame of experimental apparatus was fixed on the platform with putting a shock absorbing rubber between the frame and the platform, the generated vibration frequency of the system was same as forcing vibration frequency. When either frequency or the amplitude of the forcing vibration was increased, the acceleration ratio was increased too. The average reduction ratio was resulted 44.77 per cent. It was concluded that this method of acceleration measurement(the method using a shock absorbing rubber) was a reaonable method, because actual machine will work under such condition. As the vibration frequency and aptitude were increased, the absolute magnitude of acceleration was increased. 3. unbalanced rotating parts, and unbalanced moment of inertia of links were supposed to be causing factors of residual vibration in spite of using the balanced type oscillating mole drainer. This fact suggested that the attachment of the counter weight on the rotating parts which satisfy the condition mw$.$rw=m0e, was necessary. And also, it was expected that the shock absorbing effect could be improved by putting the shock absorbing materials between the moving parts and their supports.

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