• Journal of the Earthquake Engineering Society of Korea
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• v.11 no.2 s.54
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• pp.57-68
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• 2007

The mega frame system is becoming popular for the design and construction of skyscrapers because this system exhibits structural efficiency by allowing high rigidity of the structure while minimizing the amount of structural materials to be used. Since the mega frame system is usually adopted for super high-rise buildings, the comfort of occupants may be main concerns in the practical application of this system. For the enhancement of the serviceability of mega frame structures, a semi-active tuned mass damper (STMD) is developed in this study. To this end, a Magnetorheological (MR) damper is employed replacing passive damper as a semi-active damper to improve the control effect of a conventional TMD. Since a conventional finite element model of mega frame structures has significant numbers of DOFs, numerical simulation for investigation of control performances of a STMD is impossible by using the full-order model. Therefore, a reduced-order system using minimal DOFs, which can accurately represent the dynamic behavior of a mega frame structure, is proposed in this study through the matrix condensation technique To improve the efficiency of the matrix condensation technique, multi-level matrix condensation technique is proposed using the structural characteristics of mega frame structures. The efficiency and accuracy of the reduced-order control proposed in this study and the control performance of a STMD were verified using example structures.

• Journal of the Korean Institute of Telematics and Electronics
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• v.14 no.4
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• pp.32-37
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• 1977

A generalized product graph of the network containing active and/or coupled elements has been presented. This graph is obtained directly from the current graph and voltage graph and can be used to determine the Mason's determinant. An example is presented and discussed.

• Journal of Korea Society of Industrial Information Systems
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• v.25 no.4
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• pp.29-38
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• 2020

In this research, we proposed the active pulse classification algorithm using multi-label convolutional neural networks for active sonar system. The proposed algorithm has the advantage of being able to acquire the information of the active pulse at a time, unlike the existing single label-based algorithm, which has several neural network structures, and also has an advantage of simplifying the learning process. In order to verify the proposed algorithm, the neural network was trained using sea experimental data. As a result of the analysis, it was confirmed that the proposed algorithm converged, and through the analysis of the confusion matrix, it was confirmed that it has excellent active pulse classification performance.

• Proceedings of the Korean Operations and Management Science Society Conference
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• 2005.05a
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• pp.316-323
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• 2005

본 연구는 비교구매의 효과성 측정을 위한 프레임워크를 제시하고 이를 통해 비교구매의 역할과 효과성을 설명한다. 또한 판매자 주도형 비교도전이 보다 효율적인 비교구매 정보의 제공 방법임을 증명한다. 구매자의 구매만족도(S)는 판매자의 제품경쟁력 벡터(P)와 구매자의 제품정보 인지수준 벡터(B)간의 상호작용으로 정의할 수 있으며, 구매자의 제품정보 인지수준은 제품 정보분석을 통한 제품간의 비교행렬(C)에 의해 변화된다. 비교구매 효과성은 비교 전과 후의 구매만족도의 변화량으로 측정되며, 비교구매의 역할은 비교행렬을 제공해 구매자의 제품정보 인지수준을 변화시키는 것이다. 보다 효율적인 방법은 판매자가 비교행렬의 구성요소 중에서 비교 효과성이 큰 경쟁 제품들에 능동적으로 비교하도록 하는 비교도전방법이다. 예제실험을 통해 비교구매가 9.32%, 비교도전이 19.11%의 효과성 결과를 보였으며, 도출된 비교도전 전략으로 효과성은 더욱 향상되었다.

• Computational Structural Engineering
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• v.7 no.1
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• pp.25-30
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• 1994

본 고에서는 강한 바람이나 지진에 의한 고층 구조물의 진동을 감소시키기 위하여, 능동제어장치가 효과적으로 사용될 수 있음을 보이었다. 그러나 능동제어장치를 실제 구조물에 널리 적용하기에는 아직 많은 문제점들이 남아있다. 첫째, 효과에 비해 고가의 진동제어장치가 필요하며 유지관리에도 많은 비용이 필요하다. 또한 진동제어장치가 원활히 작동하기 위해서는 계속된 에너지의 공급이 있어야 하는데, 지진과 같은 과도한 구조물의 진동시 이를 보장할 수는 없다. 그러므로 극한상황에서는 진동을 오히려 증폭시킬 수도 있다. 둘째, Control Force의 산정시 사용되는 목적함수의 가중행렬을 결정하는 정형화된 방법이 아직 존재하지 않으며 효율적인 산정을 위해서는 많은 시행착오가 필요하다. 그밖에도 복잡한 실제 구조물의 단순한 모형화에 따라서 여러 문제점들이 발생하기 쉬우며, 실제 제어시에는 시간지연효과나 측정되지 못한 거동에 의한 문제 등이 있다. 구조물의 진동 저감방안에 대한 지금까지의 연구결과로는, 일반적인 경우에 있어서는 Base Isolator와 같이 재료의 감쇠특성을 이용하는 방법이 추천되고 있으나, 현재 내진설계된 고층건물과 같은 대형 구조물의 진동제어 등의 몇몇 경우에 있어서 능동제어의 필요성이 인정되고 있다. 좀더 안정적이고 효율적인 제어기법의 개발에 의해 많은 실제 구조물에 적용 범위를 넓힐 수 있을 것으로 기대된다.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.13 no.4
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• pp.322-331
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• 1988

In this thesis, an active RC filter using high order inverse chebyshev function is designed and the design method for cascading blocks with low sensitivity and maximum dynamic range is discussed. To have maximum dynamic range, we have proposed the simple algorithm with a pole-zero pairing, the cascading sequence by flatness matrix and optimum gain distribution for a given transfer function. And 2nd order Block is designed with negative feedback to improve the sensitivity problem which had a defect at active RC circuits. Using the suggested method, we have designed the active RC low pass filter of the normalized 7th order inverse chebyshev function, as a results, we have shown that this accord with the given specification.

• The Journal of the Acoustical Society of Korea
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• v.42 no.1
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• pp.32-41
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• 2023

Recently, studies on reverberation suppression using Non-negative Matrix Factorization (NMF) have been actively conducted. The NMF method uses a cost function based on the Kullback-Leibler divergence for optimization. And some constraints are added such as temporal continuity, pulse length, and energy ratio between reverberation and target. The tendency of constraints are controlled by hyperparameters. Therefore, in order to effectively suppress reverberation, hyperparameters need to be optimized. However, related studies are insufficient so far. In this paper, the reverberation suppression performance according to the three hyperparameters of the NMF was analyzed by using sea experimental data. As a result of analysis, when the value of hyperparameters for time continuity and pulse length were high, the energy ratio between the reverberation and the target showed better performance at less than 0.4, but it was confirmed that there was variability depending on the ocean environment. It is expected that the analysis results in this paper will be utilized as a useful guideline for planning precise experiments for optimizing hyperparameters of NMF in the future.

• Proceedings of the Korean Information Science Society Conference
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• 2005.07a
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• pp.133-135
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• 2005

인터넷에서 일어나는 침해사고 중에서 웜에 의한 피해가 가장 심각하다. 2001 년 Code Red 웜의 출현과 2003 년 SQL Slammer 웜의 출현 이후로 웜에 감염된 이후에 행동 양상을 탐지하여 대응하는 것은 웜의 피해를 최소화 하기에는 역부족이다. 웜에 의해서 감염이 되기 이전에 웜을 탐지하여 조기에 대처하는 것이 무엇보다 중요하다. 또한 이미 알려져 있는 웜에 대한 행동양상을 이용한 웜의 탐지는 신종 웜의 출현 주기가 급격히 짧아지는 현실에 능동적으로 대처할 수 없다. 현재까지 발생한 인터넷 웜은 감염시킬 대상을 선택함에 있어서 랜덤 생성기를 사용하였으며 향후 나타날 웜도 빠른 확산과 자신의 위치를 드러내지 않기 위해 랜덤 스케닝 방식을 사용할 것이다. 본 연구는 네트워크의 연결들을 행렬로 표현하고, 이 행렬의 랭크(rank)값을 구하여 랜덤성 체크를 하는 방식으로, 웜으로 인한 트래픽에서 발생하는 랜덤성을 탐지할 수 있도록 하였다. 이 방법은 네트워크에서 알려지지 않은 신종 웜을 탐지하도록 하므로, 웜에의한 확산을 조기 탐지할 수 있게 하고, 더불어 웜의 피해를 최소화 하는 것을 목적으로 한다.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.14 no.5
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• pp.416-423
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• 2004

In this paper, an experimental verification of system identification technique for constructing finite element model is conducted for a three-story test structure equipped with an active mass driver (AMD). Twenty Gaussian white noises were used as the input for AMD, and the corresponding accelerations of each floor are measured. Then, the complex frequency response function (FRF) for the input, the force induced by the AMD, was obtained and subsequently, the Markov parameters and system matrices were estimated. The magnitudes as well as phase of experimentally obtained FRFs match well with those of analytically obtained FRFs.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.30 no.2
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• pp.159-167
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• 2017

The purpose of this study is to accurately estimate the wind-induced responses of a tall building structure for using the estimated responses in the process of calculating the optimal force of an active control device. Kalman filter was used for the estimation process and a 3-storied model structure on a shaking table was tested for the verification of the estimation accuracy. The system matrices of the model were constructed based on the mode parameters obtained by the system identification. The estimated displacement matched up well with the measured one. Finally, the wind-induced responses of a real 39-storied building structure excited by the typhoon MUIFA were estimated.