• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2002년도 춘계 학술발표회 논문집
• /
• pp.159-168
• /
• 2002

본 연구에서는 최근에 개발된 Hilbert-Huang 변환(HHT) 기법의 교각시스템에서 손상위치추정을 위한 적용성을 분석하였다. HHT기법으로 시계열의 순간주파수를 분석할 수 있음을 이용하여, 손상에 기인한 비선형 거동이 발생하는 때에 순간주파수의 변화를 분석함으로서, 손상부재와 위치를 추정하는 방법이다. 손상을 입은 교각 시스템에 대하여 수치모의실험을 수행하였는데, 이 때에 주파수가 점차로 증가하는 입력하중을 사용하였다. 연구결과로부터, HHT기법이 한정된 갯수의 가속도센서를 이용하여 계측오차가 포함된 조건하에서도 교각에 발생한 손상위치를 적절히 색출할 수 있다는 것을 알 수 있다.

• Smart Structures and Systems
• /
• 제30권1호
• /
• pp.107-119
• /
• 2022

Modal parameters are widely used in bridge damage detection, finite element model (FEM) updating and design optimization. However, the conventional modal identification approaches require large number of sensors, enormous data processing workload, but normally result in mode shapes with low accuracy. This paper proposes a modal identification method of time-varying vehicle-bridge system using a single sensor. Firstly, the essential physical relationship between the instantaneous frequency of the vehicle-bridge system and the bridge mode shapes are derived. Subsequently, based on the synchroextracting transform, the instantaneous frequency of the system is tracked through the dynamic response collected by a single sensor, and further the modal parameters are estimated by using the derived physical relationship. Then numerical and experimental examples are conducted to examine the feasibility and effectiveness of the proposed method. Finally, the modal parameters identified by the proposed method are applied in bridge FEM updating. The results manifest that the proposed method identifies the modal parameters with high accuracy via a single sensor, and can provide reliable data for the FEM updating.

• 대한전자공학회논문지TC
• /
• 제46권12호
• /
• pp.72-81
• /
• 2009

본 논문에서는 미국 FCC에서 최근 소개한 수신기 중심적 간섭 메트릭 (receiver-centric Interference metric)인 간섭온도 (interference temperature (IT)) 기반의 간섭해석모델과 이에 기반을 둔 주파수 공유 기법을 검토 제안한다. 기존의 단일 cognitive radio (CR) 사용자 (혹은 부사용자, secondary user) 주파수 공유 방안을 실제 다수의 부사용자를 고려한 주파수 공유 방안으로 확장 제시한다. 또한 주사용자 (primary user)가 시간 축 상에 랜덤하게 발생 (ON/OFF)하는 실제 운용환경을 감안한 새로운 간섭온도 모델을 제시하고 이를 이용하여 CR 용량을 정량적으로 분석한다. CR 용량은 시간 축 상의 유휴 슬롯 채널 할당을 위한 순시용량과 순시용량을 평균한 평균용량으로 구분되며 공유절차상에 이를 적절히 이용 채널을 할당한다. 제안된 공유 절차는 기존의 공유 절차와는 달리 주사용자로 부터 별도의 스펙트럼 센싱 정보를 요구하지 않으며 전송속도 및 채널특성에 따라 적응적으로 주파수 파라미터의 변경이 가능하다. 시뮬레이션을 통해 제안한 주파수 공유 절차의 타당성을 검증한다.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2002년도 추계학술대회논문초록집
• /
• pp.365.2-365
• /
• 2002

The flow field around a symmetrical airfoil in a uniform flow under the generation of noise was studied by experiments and numerical simulation. The experiments are conducted by visualizing the surface flow over the airfoil with a shear-sensitive liquid-crystal coating and by measuring the instantaneous velocity field around the trailing edge of the airfoil. The numerical simulation was carried out by LES. (omitted)

• Structural Engineering and Mechanics
• /
• 제49권3호
• /
• pp.411-425
• /
• 2014

This paper presents the processing of nonlinear features associated with a damage event by quadratic time-frequency distributions for damage identification in a frame structure. A time-frequency distribution is a function which distributes the total energy of a signal at a particular time and frequency point. As the occurrence of damage often gives rise to non-stationary, nonlinear structural behavior, simultaneous representation of the dynamic response in the time-frequency plane offers valuable insight for damage detection. The applicability of the bilinear time-frequency distributions of the Cohen class is examined for the damage assessment of a frame structure from the simulated acceleration data. It is shown that the changes in instantaneous energy of the dynamic response could be a good damage indicator. Presence and location of damage can be identified using Choi-Williams distribution when damping is ignored. However, in the presence of damping the Page distribution is more effective and offers better readability for structural damage detection.

• 한국지능시스템학회논문지
• /
• 제11권7호
• /
• pp.628-632
• /
• 2001

We propose time-frequency (TF) tools for analyzing linear time-varying (LTV) systems and nonstationary random processes. Obtained warping the narrowband Weyl symbol (WS) and spreading function (SF), the new TF tools are useful for analyzing LTV systems and random processes characterized by generalized frequency shifts, This new Weyl symbol (WS) is useful in wideband signal analysis. We also propose WS an tools for analyzing systems which produce dispersive frequency shifts on the signal. We obtain these generalized, frequency-shift covariant WS by warping conventional, narrowband WS. Using the new, generalized WS, we provide a formulation for the Weyl correspondence for linear systems with instantaneous of linear signal transformation as weighted superpositions of non-linear frequency shifts on the signal. Application examples in signal and detection demonstrate the advantages of our new results.

• 전력전자학회논문지
• /
• 제13권3호
• /
• pp.179-185
• /
• 2008

본 논문에서는 SRM의 토크리플 억제를 위하여 PWM(Pulse width modulation)과 직접토크제어(DITC, Direct Instantaneous Torque Control) 방식의 결합에 의한 제어방식을 제안하였다. 기존의 직접토크제어와 달리, 제안된 방식은 한 샘플링 구간 내에서 하나 또는 두 개의 스위칭 모드로 동작하며, 스위칭 패턴의 폭은 토크 오차와 직접 토크제어 방식의 제어규칙에 따라 제어된다. 또한 실제 스위치의 제어폭이 토크 오차에 따라 가변적으로 제어됨으로써, 같은 샘플링 주기에서 기존의 직접토크제어 방식에 비하여 토크리플을 크게 억제할 수 있으며, 토크 연산의 샘플링 주기를 크게 할 수도 있는 장점이 있다. 간단한 제어규칙과 PWM 듀티비의 계산으로 복잡한 연산이 요구되지 않으므로 저가의 마이크로 프로세서에 의해 구현이 가능하다. 제안된 방식은 컴퓨터 시뮬레이션과 실험을 통하여 검증하였다.

• 소음진동
• /
• 제6권2호
• /
• pp.215-224
• /
• 1996

Active vibration control is generally used to reduce vibration level by the actuators based on measured signal. Dynamic properties of a structure can be easily modified by the active vibration control, so that the vibration level may be effectively reduced to the magnitude below the allowable limit over a wide frequency rangs. In this paper, an instantaneous optimal control algorithm including acceleration feedback is presented for the active vibration control of large structures considering facts that the acceleration response can be easily measured, but the displacement and velocity response are obtained by numerically integrating the measured acceleration response with some errors. The adverse effect of the time delay is overcomed by taking into account the dynamic characteristics of an actuator and filters in the design of controller. Performance test is carried out using a hydraulic active mass driver on a test structure$(L{\times}W{\times}H;=;1200mm{\times}800mm{\times}1600mm, about;500kg)$ supported by four columns under base excitations. It is confirmed that the vibration level of the test structure are reduced to about 1/6 near resonance.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2005년도 제36회 하계학술대회 논문집 A
• /
• pp.277-279
• /
• 2005

Recently, due to the increase of power conversion devices and nonlinear loads with the development of information, communication and control technologies, the instantaneous minute interruption factors such as voltage & current harmonics, surge occurring frequency, instantaneous voltage variation, voltage unbalance, flicker etc. have greatly threatened the power quality, and the deterioration of electric power facilities and the functional error of controllers are increasing. As such an instantaneous minute interruption appears to be small and local, accurate evaluation with measurement is difficult and total analysis system is required through a wide range of power quality effect analysis such as the simultaneous measurement on various power supply phenomena and the analysis on the interrelation with system loads. Most of conventional power quality diagnosis equipments have beer developed and applied, which were able to measure the stability rate of frequency, the stability rate of voltage, the electricity-failure duration etc, However, they were insufficient to analyze the system present situation, understand the cause of the failure occurred by the problem of power quality and analyze out the phenomena. Accordingly, this study will address the development of the system for a wide range of power quality diagnosis over the present level, the system for supporting the determination such as the analysis on risk factors, failure mode and impact, the system for harmonic evaluation based on international standards(IEC 61000 Series) and the total power quality diagnosis network & system with the extension and openness as a local and national-scale broadband power quality diagnosis system.

• 한국지구물리탐사학회:학술대회논문집
• /
• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
• /
• pp.723-730
• /
• 2003

In general, well log and core data have been utilized for reservoir characterization. These well data can provide valuable information on reservoir properties with high vertical resolution at well locations. While the seismic surveys cover large areas of field but give only indirect features about reservoir properties. Therefore it is possible to estimate the reservoir properties guided by seismic data on entire area if a relationship of seismic data and well data can be defined. Seismic attributes calculated from seismic surveys contain the particular reservoir features, so that they should be extracted and used properly according to the purpose of study. The method to select the suitable seismic attributes among enormous ones is needed. The stepwise regression and fuzzy curve analysis based on fuzzy logics are used for selecting the best attributes. The relationship can be utilized to estimate reservoir properties derived from seismic attributes. This methodology is applied to a synthetic seismogram and a sonic log acquired from velocity model. Seismic attributes calculated from the seismic data are reflection strength, instantaneous phase, instantaneous frequency and pseudo sonic logging data as well as seismic trace. The fuzzy curve analysis is used for choosing the best seismic attributes compared to sonic log as well data, so that seismic trace, reflection strength, instantaneous frequency, and pseudo sonic logging data are selected. The relationship between the seismic attribute and well data is found out by the statistical regression method and estimates the reliable well data at a specific field location derived from only seismic attributes. For a future work in this study, the methodology should be checked an applicability of the real fields with more complex and various reservoir features.