• Title/Summary/Keyword: The Analysis

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Stress analysis of the restraint test specimen (구속균열 시험편의 용접시 응력 해석)

  • Choi, Gwang;Lim, Sung-Woo
    • Proceedings of the KWS Conference
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    • 2004.05a
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    • pp.288-289
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    • 2004
  • In this report, stress analysis of restraint specimen was done by numerical method (finite element method). Calculations were done by elastic-plastic analysis and thermo-elastic-plastic analysis. The results showed similarities for both cases, and by thermo-elastic-plastic analysis transient characteristics of welding could be found.

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Simplified Dynamic Analysis of High-Rise Buildings (고층건물의 단순화된 동적해석)

  • 이동근;황재호
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1993.04a
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    • pp.101-108
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    • 1993
  • A simplified dynamic analysis method for high-rise building structures is proposed in this study. In the proposed method, member forces are obtained through static analysis using story forces derived from story shear forces which are obtained using dynamic analysis procedure. Major advantage of the proposed method is in the convenience in load combinations for design analysis.

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A Simplified Method to Consider Forming Effects in a Car Crash Analysis (차량충돌해석 적용을 위한 간단화한 성형이력 고려 방법)

  • Huh, J.;Yoon, J.H.;Lim, J.H.;Park, S.H.;Huh, H.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2008.10a
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    • pp.259-262
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    • 2008
  • This paper introduces a simplified method to consider forming effects in a car crash analysis. Representative value was used to consider forming effects simply. Four representative values, which are the mean value of thicknesses and effective plastic strains at nodes, the median of thicknesses and effective plastic strains at nodes, were evaluated. A crash analysis of a front side member shows that analysis results from the suggested methods are similar to those from the conventional method to consider forming effects. Use of the mean effective plastic strain shows the best results. A car crash analysis for a ULSAB/AVC model under the condition of US SINCAP were carried out to demonstrate the validity of the suggested method. Analysis results show that the error of suggested method is less than 1.5%.

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Free Vibration Analysis of Thermoelastic Structure (열탄성 구조물의 자유진동 특성)

  • Cho, Hee-Keun;Park, Young-Won;Park, Ki-Young;Lee, Kyoung-Don
    • Journal of the Korean Society for Precision Engineering
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    • v.17 no.12
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    • pp.201-208
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    • 2000
  • A numerical analysis algorithm for thermally loaded structures has been proposed and compared with the general free vibration approach to determine the characteristics of thermal load effects in vibration structures. The field of numerical inspection includes free vibration analysis, transient heat transfer analysis and thermal stress analysis. The key point of the analysis of thermally loaded structure is the method of parallel time integration between transient heat transfer and free vibration simultaneously. The results of the study demonstrate the computation of the specific total external force vector and stiffness matrix. The proposed analysis method can be applied to both heated and cooled structure vibration analysis.

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An Analysis of Results of the Creative Attitude Scale in Mathematics (수학에서 창의적 태도의 측정 결과 분석)

  • Kim Boo-Yoon;Lee Ji-Sung
    • The Mathematical Education
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    • v.45 no.2 s.113
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    • pp.155-163
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    • 2006
  • In this paper, we focus on the analysis of the results of CAS-K (Creative Attitude Scale-Korea) including 33 items of 7 factors. Using the analysis gives us the information about students' creative attitude for each factor. We introduce three methods of the analysis about the results of CAS-K; total scores analysis, mean value of each factor analysis, and CAS-K map analysis. We develop the CAS-K map based on the mean value of each factor and three categories of factors. These categories are divergent attitude (fluency, appropriateness), problem solving attitude (positiveness, independency, concentration), and convergent attitude (convergency, accuracy). This analysis of the results of CAS-K can be a source of creative attitude to foster mathematical creativity.

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Development of Holter analysis system by visual programming (시각화 프로그래밍에 의한 Holter 분석 시스템 개발)

  • Lee, S.J.;Song, G.K.;Lee, K.J.
    • Proceedings of the KOSOMBE Conference
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    • v.1996 no.11
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    • pp.207-212
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    • 1996
  • In this paper, we designed a Holter analysis system using the visual programming method. It differs from the existing analysis system in that the various signal processing algorithms represented by icons were designed by GUI concept which provide unskilled user with easy and convenient analysis environment. In order to analysis ECG signal, we only select the icon representing a algorithm to be applied by mouse and arrange the selected icons upon the order to be processed on screen. As a result it provides a convenient usage and flexibility of analysis. Finally, we can find the optimal algorithm for the ambulatory ECG analysis by comparing the several results obtained from the various analysis configuration.

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FEM Analysis of Closed-Die Forging of a Bevel Gear (베벨기어 페쇄단조의 유한요소해석)

  • Park, Jong-Jin;Lee, Jung-Hwan;Lee, Young-Sun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.20 no.8
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    • pp.2458-2467
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    • 1996
  • The rigid-plastic finite element analysis was performed for analysis of ofhot forging and cold sizing of a bevel gear. Two dimensional analysis was carried out to investigate the defect occurrence on vertical symmetric planes during hot forging and three dimensional analysis was to understand the filling behavior on horizontal planes during cold sizing. The involute curve of a tooth was approximated by a circle for convenience in the present analysis. In order to estimate the elastic deformation of the gear and dies during cold sizing, linear elastic finite element analysis was performed. Results of the analysis can be used to predict grain flows and strength distributions in the forged gear, and to design dies and an appropriate preform for the cold sizing.

Minimax Eccentricity Estimation for Multiple Set Factor Analysis

  • Hyuncheol Kang;Kim, Keeyoung
    • Journal of the Korean Statistical Society
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    • v.31 no.2
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    • pp.163-175
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    • 2002
  • An extended version of the minimax eccentricity factor estimation for multiple set case is proposed. In addition, two more simple methods for multiple set factor analysis exploiting the concept of generalized canonical correlation analysis is suggested. Finally, a certain connection between the generalized canonical correlation analysis and the multiple set factor analysis is derived which helps us clarify the relationship.

Comparison of Variability in SCA Maps Using the Procrustes Analysis

  • Yun, Woo-Jung;Choi, Yong-Seok
    • Proceedings of the Korean Statistical Society Conference
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    • 2003.05a
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    • pp.163-165
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    • 2003
  • Some multivariate analyses provide configurations for variables or objects in low dimensional space because we can see easily their relation. In particular, in simple correspondence analysis(SCA), we can obtain the various configurations which are called SCA Maps based on the algebraic algorithms. Moreover, it often occur the variability among them. Therefore, in this study, we will give a comparison of variability of SCA maps using the procrustes analysis which is a technique of comparing configurations in multidimensional scaling.

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A Study on the Seismic Response Analysis of Reinforced Concrete Building (철근콘크리트 건물의 지진응답해석에 관한 연구)

  • 한상훈;이상호
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.10a
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    • pp.507-512
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    • 1997
  • The objective of present paper is to provide the fundamental data of earthquake-resistance design such as estimating the resistance capacity and evaluating the design seismic load. With one bending failed building, it is checked and compared between real damaged result and analysis value by means of static and dynamic analysis using multi-degree of freedom system. In this analysis, four kinds of the earthquake waves are used. Through elasto-plastic seismic response analysis of reinforced concrete building, we could estimate dynamic behaviour of building.

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