• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.35 no.8
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• pp.726-734
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• 2007

구조물에 손상이 발생하면 구조물의 강성변화로 구조물의 고유진동수에 변화가 발생하게 된다. 실험을 통해 얻을 수 있는 손상 전 구조물의 고유진동수와 해석적 방법을 사용하여 구하는 고유진동수가 같다고 가정하고 해석적인 방법으로 손상전후 고유진동수비를 구하여 3차원 그래프로 표시하였다. 손상이 한 부위에 존재할 경우 진동실험으로 구한 고유진동수비를 고유진동수비 그래프와 비교하여 손상의 위치, 크기 및 방향을 알 수 있었으나 여러 지점에 손상이 발생할 경우에는 손상을 파악하기 위해 고유진동수비 그래프 외에 주파수 응답함수를 병행하여 사용하였다.

• Journal of the Earthquake Engineering Society of Korea
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• v.9 no.1 s.41
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• pp.71-78
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• 2005

This paper presents an improved system identification methodology for structural systems by applying static compliance dominant (SCD) frequencies. The existing sensitivity-based system identification technique is extended to adopt the static compliance dominant frequencies, and the performance of the additional spectral information, i.e., SCD frequencies, is compared with that of the natural frequencies only via a numerical example of a mechanical system. The results of the numerical study indicate that the additional use of the SCD frequencies improves accuracy in system identification problems.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.38 no.3
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• pp.337-344
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• 2014

An optimal shape design algorithm is suggested to systematically design a traditional Korean musical instrument, the Pyeongyeong. The Pyeongyeong consists of 16 different chime stones called Gyeongpyeons. The first natural vibration frequency of each Gyeongpyeon must be adjusted to its target frequency, which is determined by the traditional sound tuning method. The second and third natural frequencies must be proportional to the first natural frequency with a specific ratio (1:1.498:2.378). The key idea in our suggested design algorithm is to use the sensitivity of natural frequencies to the variation in the length of each side of a Gyeongpyeon. The dimensions of five different Gyeongpyeons are determined by following the suggested algorithm. Changes in natural frequencies with respect to local thickness variation are closely investigated to compensate for errors that may occur during manufacturing.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2016.05a
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• pp.293-296
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• 2016

Speech Signals consist of signals of consonants and vowels, but the lasting time of vowels is much longer than that of consonants. It can be assumed that the correlations between signal blocks in speech signal is very high. But the correlations between signal blocks in various frequency bands can be quite different. Each speech signal is divided into blocks which have 128 speech data. FFT is applied to each block. Various frequency areas of the results of FFT are taken and Covariance matrix between blocks in a speech signal is extracted and finally eigenvalues of those matrix are obtained. It is studied that in the eigenvalues of various frequency bands which band can be used to get more reliable result.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.1
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• pp.48-55
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• 2018

The purpose of the present study is to compare the reduction rate of natural frequency and the increase rate of damping parameter with structural damage in system. For this purpose, experiment and numerical simulation analysis are performed for the 2-span H-Beam with lower natural frequency and higher damping parameter from free vibration in structure. The response signal by impact load before and after damage is analyzed at 14 locations. The response signals for all locations are performed fast fourier transform to estimate the natural frequency reduction rate and wavelet transform to estimate the damping parameter increase rate. The time domain function corresponding to each scale(frequency) is separated from the response signal by wavelet parameter. The estimation of damping parameter increase rate using wavelet transform is more sensitive than the estimation of natural frequency reduction rate in structure.

• Journal of the Earthquake Engineering Society of Korea
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• v.11 no.2 s.54
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• pp.69-79
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• 2007

In this paper, a technique to detect structural damage and estimate its severity using peaks and zeros of frequency response functions (FRFs) is developed. The peaks in FRFs represent the natural frequencies of the structure and the zeros provide additional information. The characteristics of peaks and zeros are defined and the calculation procedure to obtain the peaks and zeros from the relationship between frequency response function and stiffness and mass matrices are clearly explained. A structural system identification theory which is utilizing the sensitivity of stiffness of a structural member to eigenvalues, i.e., peaks and zeros, is established. The proposed method can identify damage location and its severity, with natural and zero frequencies, by estimating structural stiffness of the structure in the process of making a analytical model The accuracy and feasibility is demonstrated by numerical models of a spring-mass system and a beam structure.

• The Proceeding of the Korean Institute of Electromagnetic Engineering and Science
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• v.26 no.4
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• pp.51-54
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• 2015

많은 무선 스마트 단말의 보급으로 무선 데이터 트래픽이 폭발적으로 증가해 왔고, 이로 인한 주파수 자원의 부족은 피할 수 없는 문제가 되었다. 본 과제에서는 획득한 인지정보를 기반으로 하여 다중 라디오 환경에서 주파수 스펙트럼 감지, 동적 스펙트럼 할당, 다중 라디오 선택 및 다중화, 최적 자원 할당, 적응형 전송 기술을 개발하였고, 이 기술들의 개발로 추가적인 주파수 사용 없이 주파수 사용 효율을 최대화함으로써 네트워크 성능 향상을 이끌어 내었다. 본 기술은 고유 주파수 대역 접속, 공통 주파수 대역 접속, 고유/공통 주파수 대역 동시 접속의 경우로 나누어 개발되었다. 개발된 기술은 사용자의 QoS(Quality of Service)를 만족하는 동시에 네트워크 성능 향상을 이끌어낼 수 있음을 모의실험을 통해 검증하였다. 따라서 본 연구의 결과는 4G뿐만 아니라, 5G에서 핵심적인 기술 개발의 중요한 역할을 담당할 것이며, 앞으로도 추가적인 연구가 필요하다.

• The Magazine of the IEIE
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• v.31 no.6
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• pp.63-74
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• 2004

한국의 오랜 역사와 전통속에서 우리 한국인에게 계속해서 사랑 받아오고 있는 전통국악기들이 많이 있다. 이들 가운데 최근에 와서 더욱더 민중들에게 인기 있는 사무놀이 악기가 있다. 즉, 필자는 사물악기인 꽹과리, 징, 장구, 북 에 대해서 이들만이 갖고 있는 고유 특성 주파수를 찾아내어 우리 국악 악기들의 정체성을 밝혀내어 다음 세대에 우리 전통 악기의 제작에 필요한 악기별 기술기준 데이터로 필요한 고유 주파수를 분석하고 있다.(중략)

• Journal of Convergence for Information Technology
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• v.11 no.9
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• pp.130-137
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• 2021

The characteristics of forced vibration by an external excitation force having a frequency were analyzed according to the amplitude and frequency of the excitation force. To obtain displacement, velocity, and acceleration, numerical analysis was performed to obtain the frequency response, and in particular, each FRF(Frequency Response Function) was analyzed to reveal the location of the system natural frequency and excitation frequency in the frequency domain. In the vibration model caused by external excitation, the natural frequency and distribution of the surrounding excitation mode in displacement, velocity and acceleration FRF. The FRF was also shown in the power spectrum and FRF of real and imaginary parts. The external excitation force was approximated with the excitation force of a sine wave by giving the amplitude and frequency, the mode generated by this excitation force could be distinguished. After numerical analysis by changing the equivalent mass, damping and stiffness, the forced vibration response characteristics by external excitation force were systematically analyzed.

• The Journal of Engineering Geology
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• v.4 no.2
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• pp.207-218
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• 1994

The natural constants of moving coil type geophone can be determined by free impedance and step force method. The former method was desirable for the measurement of natural frequency($f_o$), inertial mass(m) and damping factor($h_o$), but the latter method for sensitivity(G). In particular, the value by the latter method should be corrected for the noise by the long period movement of measurement device. The results of frequency characteristics from these constants operate the accelerometer and displacement system in the boundary of natural frequency.