• Title/Summary/Keyword: Frame Analysis

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Fatigue Design and Fatigue Strength Evaluation of Bogie Frame (대차프레임의 피로설계 및 피로강도 평가)

  • 이상록;이학주;한승우;김정엽;차정환;강재윤;박찬경
    • Proceedings of the KSR Conference
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    • 2000.05a
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    • pp.234-241
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    • 2000
  • Stress analysis of the bogie frame by using the finite element method has been performed for the various loading conditions according to the results of vehicle dynamics analysis. Multiaxial fatigue analysis methods such as signed von Mises method, and typical critical plane theories were reviewed, and margin of safety for fatigue is defined. Multiaxial fatigue analysis program to predict the margin of safety of bogie frame under non-proportional loading conditions has been developed by using a commercial command language. Fatigue analysis of bogie frame under multiaxial loading was performed through this program and finite element analysis result. The procedure developed in this study is considered to be useful for the fatigue strength analysis in preliminary design stage of railway components under multiaxial loading condition.

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Design and use of the Signification and Communication Analysis Frame for the Brand Logo Sign: based on the Social Media Brands (브랜드 로고 기호의 의미작용과 커뮤니케이션 분석 체계의 제안과 활용:소셜 미디어 브랜드 로고를 중심으로)

  • Kwon, Boh-Youn
    • The Journal of the Korea Contents Association
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    • v.11 no.6
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    • pp.76-89
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    • 2011
  • The first purpose of this paper is to design brand logo sign analysis frame, 'SCoL'(Analysis frame of signification and communication for the brand logo). It has semiotic view and communication function. And the second is to prove propriety of the suggested frame by application to social media brand logos. The SCoL frame is based on 4 features of logo sigh to have analytic consistency. Also, it covers whole semiological process with index, icon, symbol as signification understanding and reach communication step with Jakobson's theory. As the results, the findings are follow; The SCoL frame can be useful to get comprehensive semiotic understandings and communication functions about logo signs. The social media brands build their own meaning area with logo signs and they depend on different communication function.

Construction of Korean FrameNet through Manual Translation of English FrameNet (영어 FrameNet의 수동번역을 통한 한국어 FrameNet 구축 개발)

  • Nam, Sejin;Kim, Youngsik;Park, Jungyeul;Hahm, Younggyun;Hwang, Dosam;Choi, Key-Sun
    • Annual Conference on Human and Language Technology
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    • 2014.10a
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    • pp.38-43
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    • 2014
  • 본 논문은, 현존하는 영어 FrameNet 데이터를 기반으로 하여, FrameNet에 대한 전문 지식이 없는 번역가들을 통해 수행할 수 있는 한국어 FrameNet의 수동 구축 개발 과정을 제시한다. 우리 연구팀은 실제로, NLTK가 제공하는 영어 FrameNet 버전 1.5의 Full Text를 이루고 있는 5,945개의 문장들 중에서, Frame 데이터를 가진 4,025개의 문장들을 추출해내어, 번역가들에 의해 한국어로 수동번역 함으로써, 한국어 FrameNet 구축 개발을 향한 의미 있는 초석을 마련하였으며, 제시한 방법의 실효성을 입증하는 연구결과들을 웹에 공개하기도 하였다.

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Connector Design in Press Forming Process to Prevent Frame Twisting of Metal Front Case for Mobile Phone (휴대폰용 금속 프론트 케이스의 프레스 성형공정에서 프레임의 형상오차 저감을 위한 연결부 형상설계)

  • Lee, I.K.;Lee, C.J.;Son, Y.K.;Lee, J.M.;Kim, D.H.;Kim, B.M.
    • Transactions of Materials Processing
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    • v.20 no.2
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    • pp.104-109
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    • 2011
  • The metal front case of a mobile phone is manufactured by press forming and welding of thin metal sheets. Twisting of the frame after the forming process is one of main obstacle for the assembly with reinforcement by welding. This study introduces a method preventing twisting of the metal front case frame in press forming. The spring-back after forming produces twisting of the frame, which leads to a low structural stiffness. To reduce twisting, connectors are required to reinforce the structural stiffness of the frame. In this study, the twisting profile is evaluated using a finite element(FE) analysis for various connector shapes. The actual connector shape is determined by minimization of the frame twisting within the tolerance of the FE-analysis. To verify the validity of the proposed blank shape, a forming experiment is performed and the twisting profile is measured using a 3D laser scanning method. The dimensional accuracy is found to be within the tolerance and in good agreement with the FE-analysis.

Development of Integrated Design System for Space Frame Structures (스페이스프레임 구조물의 통합설계시스템 개발)

  • Lee, Ju-Young;Lee, Jae-Hong
    • Journal of Korean Association for Spatial Structures
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    • v.1 no.2 s.2
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    • pp.59-66
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    • 2001
  • This paper describes three modules for development of the Space Frame Integrated Design System(SFIDS). The Control Module is implemented to control the developed system. The Model Generation Module based on PATRAN user interface enables users to generate a complicated finite element model for space frame structures. The Optimum Design Module base on a branch of combinatorial optimization techniques which can realize the optimization of a structure having a large number of members designs optimum members of a space frame after evaluating analysis results. The Control Module and the Model Generation Module Is implemented by PATRAN Command Language(PCL) while C++ language is used in the Optimum Design Module. The core of the system is PATRAN database, in which the Model Generation Module creates information of a finite element model. Then, PATRAN creates Input files needed for the analysis program from the information of the finite element model in the database, and in turn, imports output results of analysis program to the database. Finally, the Optimum Design Module processes member grouping of a space frame based on the output results, and performs optimal member selection of a space frame. This process is repeated until the desired optimum structural members are obtained.

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Cost Analysis of the Structural Work of Green Frame

  • Joo, Jin-Kyu;Kim, Sun-Kuk;Lee, Goon-Jae;Lim, Chae-Yeon
    • Journal of the Korea Institute of Building Construction
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    • v.12 no.4
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    • pp.401-414
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    • 2012
  • The adoption of Green Frame is expected to provide economic benefits, since construction costs are reduced by the in-situ production of precast concrete column and beam. The cost reduction can ultimately be realized by saving transportation costs and the overhead and profit of PC plants. The cost structure of Green Frame, which is built up using composite precast concrete members, is similar to that of a bearing-wall structure, but the difference in construction process has resulted in some cost differences for a few items. In particular, production and installation is the principal work involved in Green Frame made by precast concrete members, while form and concrete work is the principal work for a bearing-wall structure. As such, the rental time and fee for a tower crane should be compared through time analysis. To verify reliability, this study focused on developed residential projects to estimate the construction costs. Through this analysis, it was found that the costs of Green Frame were 1.57% lower than the costs of bearing-wall structure. The results of this study will help in the development of a management plan for the structural work of Green Frame.

Design Analysis and Derivation of Experimental Equations of Hood Frame for Vehicle (차량 후드 작동용 프레임의 설계해석 및 실험식 유도)

  • Son, In-Soo;Ahn, Sung-Jin;Eom, Hyeon-Soo;Son, Jung-Ho;Song, Yo-Sun
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.26 no.3
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    • pp.258-264
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    • 2016
  • This paper presents the experimental result and theoretical analysis result to investigate the correlation between the operating force and locking torque for vehicle hood frame. Also, we derived the experimental equations that using the results of experiment and theory. The hood frame is switching-devices used for opening and closing the vehicle hood. It needs the correlation data between locking torques of each joint and operating force of hood frame because the parameters affects the emotional quality of the vehicle. The correlation data for torque and force of hood frame obtained through experiment and theory analysis. Finally, two experimental equations of correlation are derived. Thus, the developed equations show that has high usefulness for the basic design of hood frame of vehicle.

Collapse Mechanism of Ordinary RC Shear Wall-Frame Buildings Considering Shear Failure Mode (전단파괴모드를 고려한 철근콘크리트 보통전단벽-골조 건물의 붕괴메커니즘)

  • Chu, Yurim;Kim, Taewan
    • Journal of the Earthquake Engineering Society of Korea
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    • v.25 no.1
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    • pp.1-9
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    • 2021
  • Most commercial buildings among existing RC buildings in Korea have a multi-story wall-frame structure where RC shear wall is commonly used as its core at stairways or elevators. The members of the existing middle and low-rise wall-frame buildings are likely arranged in ordinary details considering building occupancy, and the importance and difficulty of member design. This is because there are few limitations, considerations, and financial burdens on the code for designing members with ordinary details. Compared with the intermediate or unique details, the ductility and overstrength are insufficient. Furthermore, the behavior of the member can be shear-dominated. Since shear failure in vertical members can cause a collapse of the entire structure, nonlinear characteristics such as shear strength and stiffness deterioration should be adequately reflected in the analysis model. With this background, an 8-story RC wall-frame building was designed as a building frame system with ordinary shear walls, and the effect of reflecting the shear failure mode of columns and walls on the collapse mechanism was investigated. As a result, the shear failure mode effect on the collapse mechanism was evident in walls, not columns. Consequently, it is recommended that the shear behavior characteristics of walls are explicitly considered in the analysis of wall-frame buildings with ordinary details.

Development of Ultralight Composite Wheelchair Frame (초경량 복합재 의자차 차체 개발)

  • 강지호;김수현;김천곤
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2002.05a
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    • pp.215-218
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    • 2002
  • In this paper, we applied composite material of high specific stiffness and strength to the fabrication of a folding wheelchair frame for the replacement of conventional metal wheelchair frames. A one-body composite frame was designed and the finite element analysis was performed on this design. Some specimens of joint parts were manufactured and strength test was done. With the results of analysis and test, some modification was done and a prototype was produced.

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Structural optimization for rotor frame of 750kW gearless type PMSG (750kW Gearless PM 동기발전기 로터프레임 경량화)

  • Hong, Hyeok-Soo;Park, Jin-Il;Ryu, Ji-Yune
    • 한국신재생에너지학회:학술대회논문집
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    • 2008.10a
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    • pp.286-289
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    • 2008
  • Mass of generator is one of the most important characteristic value especially direct drive type wind turbine. This paper introduce how to decease mass of generator rotor frame without declining generator performance. To obtain optimal design of rotor frame, sensitivity analysis using Taguchi method and RSM(response surface method) are have been performed.

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