• 제목/요약/키워드: Method of Difference Analysis

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준해석적 비선형 설계민감도를 위한 개선된 변위하중법 (Augmented Displacement Load Method for Nonlinear Semi-analytical Design Sensitivity Analysis)

  • 이민욱;유정훈;이태희
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 추계학술대회
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    • pp.492-497
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    • 2004
  • Three methods for design sensitivity such as numerical differentiation, analytical method and semi-analytical method have been developed for the last three decades. Although analytical design sensitivity analysis is exact, it is hard to implement for practical design problems. Therefore, numerical method such as finite difference method is widely used to simply obtain the design sensitivity in most cases. The numerical differentiation is sufficiently accurate and reliable for most linear problems. However, it turns out that the numerical differentiation is inefficient and inaccurate because its computational cost depends on the number of design variables and large numerical errors can be included especially in nonlinear design sensitivity analysis. Thus semi-analytical method is more suitable for complicated design problems. Moreover semi-analytical method is easy to be performed in design procedure, which can be coupled with an analysis solver such as commercial finite element package. In this paper, implementation procedure for the semi-analytical design sensitivity analysis outside of the commercial finite element package is studied and computational technique is proposed, which evaluates the pseudo-load for design sensitivity analysis easily by using the design variation of corresponding internal nodal forces. Errors in semi-analytical design sensitivity analysis are examined and numerical examples are illustrated to confirm the reduction of numerical error considerably.

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요동운동 롤러 종동절과 디스크 캠 기구의 운동해석을 위한 원호 접근법에 관한 연구 (A Study on circular Arc Approach for Motion Analysis of Oscillating Roller Follower and Disk Cam Mechanisms)

  • 구병국;신중호;윤호업;장옥화
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2000년도 추계학술대회 논문집
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    • pp.523-526
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    • 2000
  • This paper performs the motion analysis for a disk cam and a follower mechanism using a circular arc method, a coordinate transformation method and an instant velocity method in order to find a contact point between the cam and the follower. Based on the proposed method, the displacement and the velocity are calculated by using the geometric relationships of the cam mechanism. Also, the acceleration is determined on using the central difference method. As the results, this paper presents the original curve and the analyzed curve for the motion analysis of the disk cam for an example.

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시간영역에서 인장계류식 해양구조물의 비선형 운동응답 해석 (Analysis of the Nonlinear Motions of a Tension Leg Platform in Time Domain)

  • 이창호
    • 수산해양기술연구
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    • 제37권4호
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    • pp.313-320
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    • 2001
  • In the presence of incident waves with different frequencies, there are second order sum and difference frequency wane exciting forces due to the nonlinearty of the incident waves. Although the magnitudes of these nonlinear forces are small, they act at sum and difference frequencies away from those of the incident waves. So, the second order sum and difference frequency wane loads occurring close to the natural frequencies of TLPs often give greater contributions to high and low frequency resonant responses. The components of the second order forces which depend on first order quantities have been evaluated using the three dimensional source distribution method. The numerical results of time domain motion analysis for the nonlinear wave exciting forces in regular waves are compared with the numerical ones of frequency domain analysis. The results of comparison confirmed the validity of the proposed approach.

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온도 및 습도 환경에 의한 공동주택 내 타일하자 발생의 영향 분석 (Analysis of the effect of tile defects in apartment houses by temperature and humidity environment)

  • 김문규;김규용;편수정;최병철;유하민;남정수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2022년도 가을 학술논문 발표대회
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    • pp.69-70
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    • 2022
  • In this study, although the diversity of tiles in the expanding housing market is increasing, cases of defects in building interior tiles that occur due to limitations of existing tile adhesives and construction methods were collected, and among them, the relationship between the coefficient of thermal expansion and the occurrence of defects was analyzed. One-way ANOVA was used for the analysis method, and as a result of the analysis, it was analyzed that the difference between groups in temperature difference and humidity difference by defect type was significant.

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도심부와 교외지역의 장·단파 복사와 상관도 분석 (II) - 관측 자료의 상관도 분석기법에 관한 연구 - (Long and Short Wave Radiation and Correlation Analysis Between Downtown and Suburban Area(II) - Study on Correlation Analysis Method of Radiation Data -)

  • 최동호;이부용;오호엽
    • 한국태양에너지학회 논문집
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    • 제33권4호
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    • pp.101-110
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    • 2013
  • The propose of this study is to understand the phenomenon of radiation and comparison of analysis of two methods. One is analysis method of same-time data and the another is analysis method of rank data. We confirmed that two methods of correlation analysis had the effectiveness and suitability. The followings are main results from this study. 1) The seasonal correlation coefficient of long and short-wave radiation is higher in winter than in summer because of high humidity in the summer season can makes easily cloud in the sky locally. 2) According to analysis method, there is big difference in correlation coefficient from 0.494(Analysis method of same-time data) to 0.967(Analysis method of rank data) with short-wave radiation by the location during summer. These results have significant value in solar radiation research and analysis. It has explored a new way for solar radiation research of analysis method as well.

차분 기법을 적용한 GPS 반송파 위상 측정치 고장 검사 (Application of the Difference Method in a Fault Test on GPS Carrier Phase Measurements)

  • 손은성;임성혁;김군택
    • 한국항행학회논문지
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    • 제21권6호
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    • pp.601-607
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    • 2017
  • 이 연구에서는 GNSS (global navigation satellite system) 인프라 기반 측위 보정정보 생성을 위한 전처리 단계인 GPS (global positioning system) 반송파 위상 측정치의 고장 검사를 수행하였다. 기존 CARST (carrier acceleration ramp step test) 방법은 수신기 시계 오차를 제거하기 위해 평균값을 이용함으로써 검사 대상에 영향을 준다. 따라서 이 연구에서는 차분 기법을 적용하여 기존 CARST 결과와 비교하였다. 실 데이터에 인위적인 고장을 인가하여 고장 시뮬레이션을 수행한 결과 차분 기법을 적용할 경우 각각의 위성에 대해 독립적인 고장 검출이 가능한 것으로 판단되었으며 단일차분과 이중차분은 유사한 결과를 나타내었다. 실 데이터를 이용하여 기존의 방법과 비교한 결과 위성 간 차분, 수신국간 차분 결과의 장단점을 확인할 수 있었다. 그러나 결과 값에 대한 위성 및 수신기 시계 오차의 영향은 추가적인 분석이 필요할 것으로 판단된다.

탄성지지된 3경간 연속 복합슬래브교량의 간단한 진동해석 (Simple Method of Vibration Analysis of Three Span Continuous Composite Slab Bridges with Elastic Intermediate Supports)

  • 한봉구;김덕현
    • 한국강구조학회 논문집
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    • 제17권3호통권76호
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    • pp.317-324
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    • 2005
  • 본 연구에서는 3경간연속 탄성지지된 복합슬래브교량을 특별직교이방성 판이론을 응용하여 해석하였다. 불균등단면이나 임의의 경계조건을 가진 보나 타워구조물의 고유진동수를 계산하는 방법을 탄성지지된 3경간 연속 복합슬래브교량에 적용하여 연구하였다. 슬래브 상판은 특별직교이방성 판으로 취급하였다. 진동해석에 필요한 변위의 영향계수는 여러 가지 방법으로 구할 수 있으나 본 논문에서는 유한차분법을 사용하였다. 또한 휨강성에 대한 영향과 기초의 탄성계수에 대한 영향에 대하여 연구하였다.

탄성지지된 3경간 철근콘크리트 교량의 간단한 진동해석법 (Simple Method of Vibration Analysis of Three Span Continuous Reinforced Concrete Bridge with Elastic Intermediate Support)

  • Kim, Duk-Hyun;Han, Bong-Koo
    • Composites Research
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    • 제17권3호
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    • pp.23-28
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    • 2004
  • 불균등 단면이나 임의의 경계조건을 가진 보나 탑 구조물의 고유진동수를 계산하는 방법은 김덕현에 의해 1960년 후반기에 개발 응용되고 1974년의 한 국제회의에서 발표되었다. 이 논문에는 이 방법을 탄성지지된 3경간연속 철근콘크리트 교량에 적용한 결과가 실려있다. 콘크리트 상판은 특별직교 이방성 판으로 취급되었다. 이 진동해석에 필요한 변위의 영향계수는 여러 방법으로 구할 수 있으나 이 논문에서는 유한차분법이 사용되었다. 기초의 탄성계수와, $D_{22}$, $D_{12}$, $D_{66}$ 강성의 고유진동수에 대한 영향이 철저하게 연구되었다.

원심압축기의 유동해석을 위한 준삼차원 해석기법 (Flow Analysis of Centrifugal Compressor Using Quasi-Three-Dimensional Analysis)

  • 안상준;김광용
    • 한국유체기계학회 논문집
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    • 제6권1호
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    • pp.30-36
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    • 2003
  • This paper presents the analysis of flows through three different types of radial compressor impeller by using quasi-three-dimensional analysis method. The method obtains two-dimensional solution for velocity distribution on meridional plane, and then calculates approximately the static pressure distributions on blade surfaces. Finite difference method is used for the solutions of governing equations. The compressors have low level compression-ratio and 12 straight radial blades with no backsweep. The results are compared with experimental data and the results of three-dimensional inviscid analysis with those by finite element method. It is found that the agreements with experimental data are good for the cases where viscous effects are not dominant.

해석법 차이에 의한 프리스트레스트 콘크리트 보부재의 잔류변형률 비교 (Comparison of Residual Strain of Prestressed Concrete Beam Member by Different Analysis Method)

  • 이덕기
    • 한국지진공학회논문집
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    • 제21권4호
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    • pp.189-195
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    • 2017
  • In the seismic design of building structural members, due to the complexity of the placement of PC steels in prestressed concrete members, it is necessary to review and define the definition of member damage in comparison with reinforced concrete members. In this study, the results of past experiments compared with the calculation results by 'section Analysis Method', with the aim of reviewing the precision of calculation results when member damage evaluation is performed using the section analysis method. Furthermore, it is also compared with the calculation results by the 'split Element Method'. In addition, parametric studies were carried out, and the influence of the difference between the amount of PC steels and reinforced bar on the residual strain was examined.