• 제목/요약/키워드: Modal Data

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Field Measurement and Modal Identification of Various Structures for Structural Health Monitoring

  • Yoshida, Akihiko;Tamura, Yukio
    • 국제초고층학회논문집
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    • 제4권1호
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    • pp.9-25
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    • 2015
  • Field measurements of various structures have been conducted for many purposes. Measurement data obtained by field measurement is very useful to determine vibration characteristics including dynamic characteristics such as the damping ratio, natural frequency, and mode shape of a structure. In addition, results of field measurements and modal identification can be used for modal updating of FEM analysis, for checking the efficiency of damping devices and so on. This paper shows some examples of field measurements and modal identification for structural health monitoring. As the first example, changes of dynamic characteristics of a 15-story office building in four construction stages from the foundation stage to completion are described. The dynamic characteristics of each construction stage were modeled as accurately as possible by FEM, and the stiffness of the main structural frame was evaluated and the FEM results were compared with measurements performed on non-load-bearing elements. Simple FEM modal updating was also applied. As the next example, full-scale measurements were also carried out on a high-rise chimney, and the efficiency of the tuned mass damper was investigated by using two kinds of modal identification techniques. Good correspondence was shown with vibration characteristics obtained by the 2DOF-RD technique and the Frequency Domain Decomposition method. As the last example, the wind-induced response using RTK-GPS and the feasibility of hybrid use of FEM analysis and RTK-GPS for confirming the integrity of structures during strong typhoons were shown. The member stresses obtained by hybrid use of FEM analysis and RTK-GPS were close to the member stresses measured by strain gauges.

유전자 알고리즘을 이용한 구조계수추정 목적의 최적 계측점 선정 (Optimal Sensor Placement for Structural Parameter Estimation Using Genetic Algorithm)

  • 방은영
    • 한국방재학회 논문집
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    • 제10권4호
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    • pp.9-16
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    • 2010
  • 구조물 상시모니터링에서 센서위치 최적화는 모니터링 결과에 중요한 영향을 준다. 따라서 본 논문은 구조계수 또는 손상도를 추정하기 위한 목적으로 동특성 자료를 계측하고자 할 때, 충분한 정보를 획득할 수 있는 최적의 계측점을 선정하는 방법을 제안하였다. 제안된 방법은 유전자 알고리즘을 계측점 선정을 위한 최적화 기법으로 사용하는 것이다. 유전자 알고리즘의 핵심인 적합도함수를 구조계수에 의한 모드벡터의 민감도와 모드벡터의 직교성을 고려할 수 있도록 구성하였다. 간단한 타워 구조물에 대한 예제 해석을 통해 제안된 방법의 타당성을 확인하였다. 적합도함수를 구성하고 있는 모드 민감도와 모드 직교성이 최적 계측점 선정에 어떤 영향을 주는지 예제해석을 통하여 분석하였다. 결론적으로, 제안된 적합도 함수를 사용하면 계측 목적에 타당한 계측점을 선정할 수 있음을 확인하였다.

2차원 사각형 주상체의 횡동요 및 2자유도 운동에 미치는 슬로싱의 영향 (The Sloshing Effect on the Roll Motion and 2-DoF Motions of a 2D Rectangular Cylinder)

  • 김윤호;성홍근;조석규;최항순
    • 대한조선학회논문집
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    • 제50권2호
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    • pp.69-78
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    • 2013
  • This study is constructed to investigate the sloshing effect on the motions of a two-dimensional rectangular cylinder experimentally and numerically. The modes of motion under consideration are sway and roll, and also experimental cases are divided by two categories; 1-DoF roll motion and 2-DoF motion (Coupling sway and roll). It is found that the sway response is considerably affected by the motion of the fluid, particularly near the sloshing natural frequency, while the roll response changes comparatively small. The dominant mode of motion is analyzed for 2-DoF experiments as well. The measured data for 1-DoF motions is compared with numerical results obtained by the Multi-modal approach. The numerical schemes vary in detail with the number of dominant sloshing modes; i.e. there is a single dominant mode for the Single-dominant method, while the Model 2 method assumes that the first two modes are superior. For the roll motion, numerical results obtained by the two different methods are relatively in good agreement with the experiments, and these two results are similar in most wave frequency range. However, the discrepancies are apparent where the fluid motion is not governed by a single mode. But both of numerical methods over-predict the motion at the vicinity of the sloshing natural frequency. In order to correct the discrepancy, the modal damping needs to be investigated more precisely. Furthermore, another multi-modal approach, such as the Boussinesq-type method, seems to be required in the region of the intermediate liquid.

감정 인지를 위한 음성 및 텍스트 데이터 퓨전: 다중 모달 딥 러닝 접근법 (Speech and Textual Data Fusion for Emotion Detection: A Multimodal Deep Learning Approach)

  • 에드워드 카야디;송미화
    • 한국정보처리학회:학술대회논문집
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    • 한국정보처리학회 2023년도 추계학술발표대회
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    • pp.526-527
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    • 2023
  • Speech emotion recognition(SER) is one of the interesting topics in the machine learning field. By developing multi-modal speech emotion recognition system, we can get numerous benefits. This paper explain about fusing BERT as the text recognizer and CNN as the speech recognizer to built a multi-modal SER system.

한반도 연안 기온자료의 분포함수 추정 (Estimation on the Distribution Function for Coastal Air Temperature Data in Korean Coasts)

  • 정신택;조홍연;고동휘;황재동
    • 한국해안·해양공학회논문집
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    • 제26권5호
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    • pp.278-284
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    • 2014
  • 연안 생태환경변화의 주요 지표로 이용되는 수온은 기온과 밀접한 상관관계가 있기 때문에 기온자료를 이용하여 기후변화에 따른 수온변화와 연안 생태환경변화를 추정할 수 있다. 기후변화는 기온 및 수온의 발생빈도 변화와 연안의 생태환경변화를 유발하기 때문에 기온과 수온의 발생 빈도분포 함수를 추정하는 연구가 필요하다. 본 연구에서는 우리나라 연안의 장기 기온자료를 이용하여 빈도분포함수를 추정하였다. 빈도분포 함수는 조위 분포함수 추정(Cho et al., 2003), 수온 분포함수 추정(Jeong et al., 2013) 등에 사용된 Bi-modal 형태의 분포함수를 이용 하였으며, 분포함수의 매개변수는 최소자승법으로 최적 추정하였다. 최적 추정된 매개변수는 기온자료의 기본적인 통계정보에 해당하는 평균, 표준편차, 왜도계수와 강한 상관관계를 보이고 있는 것으로 파악되었으며, 통계정보를 이용한 매개변수 추정공식의 RMS 오차는 5% 정도로 파악되었다. 한편 본 연구에서 제시하는 Bi-modal 분포함수는 전체적인 기온 분포양상을 적절하게 표현하고 있으나, 고온 영역의 급격한 빈도감소 양상 및 관측 자료의 분포에서 보이는 작은 첨두 재현에는 한계가 있는 것으로 파악되었다.

한국 아동의 일상생활 대화에서 나타난 바람과 믿음 : 산출자료를 중심으로 (Desire and Belief in Everyday Conversation of Korean Children : Evidence from Language Production Data)

  • 권은영;이현진
    • 아동학회지
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    • 제30권6호
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    • pp.567-581
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    • 2009
  • This study examined 10 Korean children's expressions of the mental states of desires and beliefs by analyzing mental state verbs as well as modal expressions in Korean production data. Mental expressions of desires and beliefs increased with increasing age. Two transition points of desires and beliefs were found in the data. First, belief expressions were less frequently produced than expressions of desires between 23 to 32 months. Second, belief expressions were much the same as desire expressions from 33 to 44 months. Finally, belief expressions were more frequently produced than desire expressions between 45 to 76 months. The authors suggest that these developmental transitions represent a conceptual change in understanding of mental states as proposed by Wellman (1990).

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공작기계 주축계의 구조특성 해석시스템 SpindleX (Structural Characteristics Analysis System "SpindleX" for Machine-Tool Spindle System)

  • 김석일;조재완;이원재
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2000년도 춘계학술대회 논문집
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    • pp.1016-1020
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    • 2000
  • In this study, a structural characteristics analysis system for motor-integrated high-speed spindle systems, “SpindleX”, is developed based on the Timoshenko theory and the multi-layered finite element method. Since “SpindleX” has the various analysis modules related to static deflection analysis, modal analysis, frequency response analysis, unbalance response analysis and so on, it is useful in performing systematically and quantitatively the design and evaluation processes of spindle system under the windows GUI environment. Also, to enhance the user-friendliness, “SpindleX” possesses the various additional functions such as the DXF file interface for auto-importing the shape and geometric data of spindle system from the DXF file, the bearing database for auto-importing the mechanical properties and geometric data of bearing by the bearing number, and the graphical visualization for certificating the imported and analysed data of spindle system.

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Structural damage identification using gravitational search algorithm

  • Liu, J.K.;Wei, Z.T.;Lu, Z.R.;Ou, Y.J.
    • Structural Engineering and Mechanics
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    • 제60권4호
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    • pp.729-747
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    • 2016
  • This study aims to present a novel optimization algorithm known as gravitational search algorithm (GSA) for structural damage detection. An objective function for damage detection is established based on structural vibration data in frequency domain, i.e., natural frequencies and mode shapes. The feasibility and efficiency of the GSA are testified on three different structures, i.e., a beam, a truss and a plate. Results show that the proposed strategy is efficient for determining the locations and the extents of structural damages using the first several modal data of the structure. Multiple damages cases in different types of structures are studied and good identification results can be obtained. The effect of measurement noise on the identification results is investigated.

흡기다기관 시스템의 구조진동 저감에 대한 연구 (A study on reduction of structural vibration of an intake manifold system)

  • 윤성호;이귀영
    • 오토저널
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    • 제14권5호
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    • pp.69-82
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    • 1992
  • Vibration of intake menifold is important as it could worsen the noise levels radiated from surface itself and support bracket, and it eventually leads to the failures of a Throttle Position Sensor and an Idle Air Control Valve. In this study, structural modification method is proposed to reduce structural vibration of an intake manifold system. At first, vibration problems are identified through tests on a running engine. Then modal data acquired by modal testing and finite element analysis are helpful to understand vibration mechanism of the system, and used as the design guide when structural modifications are attempted. After the system model is validated by comparison of the modal data obtained from analysis and experiment, iterative calculations are performed to find optimized structure of the system by finite element analysis. As a result, a newly designed plenum bracket is suggested in such a way that the intake manifold is stiffened, and that design of the support bracket is suggested in such a way that the intake manifold is stiffened, and that design of the support bracket is changed in terms of bolting position, thickness, shape, and minimum weight increase. Finally, it is shown that a new design achieves a significant reduction of vibration of an intake manifold system and it is confirmed by tests on a running engine.

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Seismic qualification using the updated finite element model of structures

  • Sinha, Jyoti K.;Rao, A. Rama;Sinha, R.K.
    • Structural Engineering and Mechanics
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    • 제19권1호
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    • pp.97-106
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    • 2005
  • The standard practice is to seismically qualify the safety related equipment and structural components used in the nuclear power plants. Among several qualification approaches the qualification by the analysis using finite element (FE) method is the most common approach used in practice. However the predictions by the FE model for a structure is known to show significant deviations from the dynamic behaviour of 'as installed' structure in many cases. Considering such limitation, few researchers have advocated re-qualification of such structures after installation at site to enhance the confidence in qualification vis-$\grave{a}$-vis plant safety. For such an exercise the validation of FE model with experimental modal data is important. A validated FE model can be obtained by the Model Updating methods in conjugation with the in-situ experimental modal data. Such a model can then be used for qualification. Seismic analysis using the updated FE model and its advantage has been presented through an example of an in-core component - a perforated horizontal tube of a nuclear reactor.