• Title/Summary/Keyword: Mode Analysis

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고차모드의 효과를 고려한 비선형정적평가방법 (Nonlinear Pushover Analysis Considering Higher Mode Effects)

  • 엄태성;이혜린;박홍근
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2005년도 학술발표회 논문집
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    • pp.153-160
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    • 2005
  • A new nonlinear static analysis method, Effective Modal Pushover Analysis (EMPA) which can evaluate earthquake responses such as story drift and plastic rotation of plastic hinges addressing higher mode effects was developed. Unlike existing nonlinear static procedure based on properties of fundamental vibration mode, the EMPA performs nonlinear static analysis using multiple effective modes constructed by direct combination of natural vibration modes. Therefore higher mode effects can be efficiently considered. In the present study, procedures of the EPMA evaluating inelastic earthquake responese were established and the results were verified by nonlinear time history analysis. The EMPA can be applied to seismic evaluation of high-rise buildings and irregular buildings where higher mode effects become conspicuous.

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부구조물 합성법을 이용한 슬라이딩 모드 해석 (Sliding Mode Analysis Using Substructure Synthesis Method)

  • 김대관;이민수;한재흥;고태환
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.1366-1371
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    • 2006
  • A structural coupling method is developed for the dynamic analysis of a nonlinear structure with concentrated nonlinear hinge joints or sliding lines. Component mode synthesis method is extended to couple substructures and the nonlinear models. In order to verify the improved coupling method, a numerical plate model consisting of two substructures and torsional springs, is synthesized by using the proposed method and its model parameters are compared with analysis data. Then the coupling method is applied to a three-substructure-model with the nonlinearity of sliding lines between the substructures. The coupled structural model is verified from its dynamic analysis. The analysis results show that the improved coupling method is adequate for the structural nonlinear analyses with the nonlinear hinge and sliding mode condition.

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SRM의 DC linke 전압리플을 고려한 단일 펄스 구동 방식의 특성 해석 (The Characteristic Analysis of SRM Dirven by Single-pulse Mode Considering the Voltage Ripple of DC Linke)

  • 이성구;정대성;이주
    • 전기학회논문지
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    • 제57권11호
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    • pp.1976-1980
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    • 2008
  • This paper deals the characteristic analysis of Switched Reluctance Motor(SRM) driven by single-pulse mode considering dc link voltage ripple. Two dimensional time-stepped Finite Element Method(FEM) is used to analyze the characteristic of SRM driven by single-pulse mode with dc link voltage ripple. The analysis results is verified by experimental test.

Phase Separation Algorithm for Ex-core Neutron Signal Analysis

  • Jung, Seung-Ho;Kim, Tae-Ryong
    • Nuclear Engineering and Technology
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    • 제29권5호
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    • pp.399-405
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    • 1997
  • In this study a new phase separated spectral analysis algorithm is proposed to identify CSB vibration mode directly from ex-core neutron signals. Ex-core neutron signals can be decomposed into the global, core support barrel (CSB) beam mode, and CSB shell mode components by the new phase separation algorithm based on the characteristics of Fourier transform. By using the proposed algorithm and the conventional spectral analysis the vibration mode of the CSB and the fuel assembly of Ulchin-1 NPP were identified from measured ex-core neutron signals.

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Ritz-Lanczos알고리즘을 이용한 Component mode Method에 의한 구조물의 동적 해석 (Dynamic Analysis of Structures by Component Mode Method using Ritz-Lanczos Algorithm)

  • 심재수
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1997년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 1997
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    • pp.151-158
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    • 1997
  • The main concern of numerical dynamic analysis of large structures is to find an acceptable solution with fewer mode shapes and less computational efforts. component mode method utilizes substructure technique to reduce the degrss of freedom but have a disadvantage to not consider the dynamic characteristics of loads. Ritz Vector method consider the load characteristics but requires many integrations and errors are accumulated. In this study, to prove the effectiveness of component mode method, Lanczos algorithm are introduced. To prove the effectiveness of this method, example structures areanalyzed and the results are compared with SAP90.

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잠재계층분석에 따른 수단선택모형비교분석 (Latent Class Analysis for Mode Choice Behavior)

  • 배윤경;정진혁;김형진
    • 대한교통학회지
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    • 제28권3호
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    • pp.99-107
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    • 2010
  • 교통수요예측 과정 중 수단선택과정은 적용시 매우 복잡하여, 선택자의 특성을 이해하기도 매우 까다로운 과정이다. 일반적으로 수단 선택시 선택자의 사회경제적인 요소 외에도 심리적인 요인이나 특성들도 중요한 영향을 미치는 것으로 알려져 있다. 따라서, 심리적인 요인이나 특정한 선호도를 선택모형 상에서 적용할 수 있는 방법론에 대한 활발한 연구가 진행되고 있으며, 이러한 연구 중에서 잠재계층분석(Latent Class Analysis)는 이론적으로 매우 가능성이 있는 접근 방법으로 인식되고 있다. 본 연구에서는 심리적인 요인과 특성들이 수단선택에 미치는 영향을 분석하기 위하여 잠재계층분석(latent class cluster analysis)을 실시하여 계층을 분리하였다. 또한, 계층별로 나타나는 수단선택모형과 잠재 계층을 고려하지 않은 수단선택모형을 비교하여 잠재계층의 수단 선택 행태가 각기 다름을 보이고자 한다. 본 연구는 한강 수상교통 도입에 대한 일반 시민의 선호도 조사와 SP자료를 바탕으로 분석되었으며, 잠재계층분석은 잠재 선호를 고려할 수 있는 가능성 높은 접근임을 보였다.

선호의식데이타에 의한 교통수단선택 모델의 특성 (The Characteristics of Mode Choice Model by Stated Preference Data)

  • 이진우
    • 대한교통학회지
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    • 제13권4호
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    • pp.31-45
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    • 1995
  • In recent year, especially in the mode choice analysis, it has been perceived that the importance of individual performance data using stated preference(SP) experiments as well as revealed preference data . Since SP experiments present respondent with various hypothetical alternatives, which are produced by a combination of a number of different attribute levels, and ask them to indicate a preference, it is possible to analyze travel behavior under a situation of potential environment change such as proposed alternative mode of transportation. The basic problems, however, remains that SP are not consistent with the actual travel behaviors and the research reports for stability of mode choice model using SP data has not been sufficient. Under this background, this study is to examine the characteristics of mode choice model using the SP data by the following items. $\circled1$ Analysis of factors affecting the mode choice behavior by the variance analysis of orthogonal-arrays-table $\circled2$ The reliability of SP data by transfer intention data $\circled3$ The stability of SP responses obtained from repetitive question by the comparison of model coefficient specified by each repetitive data. $\circled4$ The stability of ranking data in mode choice model For the analysis, we assumed subway operations in the Gwang-Ju , and set up a choice-set of hypothetical options based on Experimental Design Method.

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Do universal adhesives promote bonding to dentin? A systematic review and meta-analysis

  • Elkaffas, Ali. A.;Hamama, Hamdi H.H.;Mahmoud, Salah H.
    • Restorative Dentistry and Endodontics
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    • 제43권3호
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    • pp.29.1-29.13
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    • 2018
  • Objectives: The aims of this study were to conduct a systematic review of the microtensile bond strength (${\mu}TBS$) of multi-mode adhesives to dentin and to perform a meta-analysis to assess the significance of differences in the ${\mu}TBS$ of one of the most commonly used universal adhesives (Scotchbond Universal, 3M ESPE) depending on whether the etch-and-rinse or self-etch mode was used. Materials and Methods: An electronic search was performed of MEDLINE/PubMed, ScienceDirect, and EBSCOhost. Laboratory studies that evaluated the ${\mu}TBS$ of multi-mode adhesives to dentin using either the etch-and-rinse or self-etch mode were selected. A meta-analysis was conducted of the reviewed studies to quantify the differences in the ${\mu}TBS$ of Scotchbond Universal adhesive. Results: Only 10 studies fulfilled the inclusion criteria for the systematic review. Extensive variation was found in the restorative materials, testing methodologies, and failure mode in the reviewed articles. Furthermore, variation was also observed in the dimensions of the microtensile testing beams. The meta-analysis showed no statistically significant difference between the etch-and-rinse and self-etch modes for Scotchbond Universal adhesive (p > 0.05). Conclusions: Multi-mode 'universal' adhesives can achieve substantial bonding to dentin, regardless of the used modes (either etch-and-rinse or self-etch).

단일 및 혼합모드 하중하에서의 레일강의 파괴조건 및 피로균열진전거동 (Fracture Criterion and Fatigue Crack Growth Behavior of Rail Steel Under Mode I & Mixed Mode Loading)

  • 김정규;이종선;김철수
    • 대한기계학회논문집A
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    • 제23권6호
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    • pp.1039-1047
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    • 1999
  • It is necessary to evaluate the fatigue behavior of rail steel under the multi-axial stress state to assure the railway vehicle's safety. For this purpose, the stress analysis to investigate the crack initiation criteria, static failure and fatigue behavior under mixed-mode are performed. The stress analysis results show that the initiation of the transverse fissure depends on the maximum shear stress below the surface. For the mixed mode, the fatigue crack growth behavior which is represented by the projection crack length and comparative S.I.F, ${\Delta}K_v$, shows the more conservative results. Also, its rate is lower than that of the case of the mode I, and this difference decreases with increasing the stress ratio, R.

유한요소법을 이용한 종형 구조물의 동적거동 및 음향거동에 관한 연구 (A Study on Dynamic and Acoustic Behavior of Beel Type Structure Using Finite Element Method)

  • 정석주
    • 소음진동
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    • 제6권4호
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    • pp.447-456
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    • 1996
  • Dynamic characteristics of the bell-type structure including acoustic effects and transient dynamic problems were analyzed numerically. Natural frequencies, mode shapes and transient dynamic analysis used the finite element method with 3-D general shell element. Mode shapes and stress distributions of transient dynamic analysis were expressed by computer graphics. The method using this study was evaluated by comparision of theoretical results at reference papers(14), (15) and the experimental test using Fast Fourier Transform analyzer. Vibrational modes governing acoustic characteristics of the typical bell-type structure depended on the first flexural mode(4-0 mode) and the second flexural mode(6-0 mode). Asymmetric effects by Dangiwas, acoustic holes gave rise to beat frequencies, and the Dangjwa was found to be most effective. When impact load acted on the bell, stress concentration occured at the rim part of bell. It was found that the bell type structure should be designed thickly at the rim part in order to prevent impact load from stress concentration.

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