• 한국전자파학회논문지
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• 제14권8호
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• pp.823-829
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• 2003

고주파용 마이크로스트립 선로의 모델링에 필수적인 인덕턴스의 빠른 추출을 위해서 고속화 알고리즘(fast mutilpole method)과 결합된 적응 PEEC 격자분할법(adaptive PEEC grid refinement algorithm)을 제안하였다. 격자의 세분화는 마이크로스트립 선로의 구조와 사용주파수에 따른 전류분포에 적합하도록 이루어졌는데, 이 적응 격자는 주로 전류분포가 높은 영역에서 더 세분화된다. 이 기법을 이용하여 마이크로스트립 선로의 인덕턴스를 구하였고, 계산결과는 빠르게 수렴하여 계산시간과 격자 수를 줄이는데 효율적임을 보였다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1997년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Fall 1997
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• pp.207-214
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• 1997

The objective of this study is to review the current stare of earthquake simulation techniques using the shaking table and check the reliability. One degree-of-freedom(d.o.f.)and three d.o.f. aluminium shear models were used and 4m$\times$4m 6 d.o.f. shaking table was excitated in one horizontal direction to simulate 1940 El centro earthquake accelerogram (NS component). When the acceleration history of shaking table is compared to the desired one, it can be found that the overall histories are very similar, but that the lower frequency range (0~2 Hz) of the actual excitation has generally lower amplitude than that of the desired in fourier transform amplitude. Free vibration and white noise tests have shown almost the same values for natural frequencies, but shown quite different values for damping ratios, that is, 1.37% in case of r\free vibration test vs 14.76% in case of white noise test. The time histories of story shear versus story drift show the globally linear elastic behaviors. But the elliptical shape of the histories with one of the axis being the stiffness of the story implies the effect of viscous damping.

• Geomechanics and Engineering
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• 제1권2호
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• pp.121-142
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• 2009

The paper deals with the applications of spectral finite element method to the dynamic analysis of framed foundations supporting high speed machines. Comparative performance of approximate dynamic stiffness methods formulated using static stiffness and lumped or consistent or average mass matrices with the exact spectral finite element for a three dimensional Euler-Bernoulli beam element is presented. The convergence of response computed using mode superposition method with the appropriate dynamic stiffness method as the number of modes increase is illustrated. Frequency proportional discretisation level required for mode superposition and approximate dynamic stiffness methods is outlined. It is reiterated that the results of exact dynamic stiffness method are invariant with reference to the discretisation level. The Eigen-frequencies of the system are evaluated using William-Wittrick algorithm and Sturm number generation in the $LDL^T$ decomposition of the real part of the dynamic stiffness matrix, as they cannot be explicitly evaluated. Major's method for dynamic analysis of machine supporting structures is modified and the plane frames are replaced with springs of exact dynamic stiffness and dynamically flexible longitudinal frames. Results of the analysis are compared with exact values. The possible simplifications that could be introduced for a typical machine induced excitation on a framed structure are illustrated and the developed program is modified to account for dynamic constraint equations with a master slave degree of freedom (DOF) option.

• Structural Engineering and Mechanics
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• 제55권2호
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• pp.365-377
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• 2015

Large-amplitude vibration of overhead sign structures can cause unfavorable psychological responses in motorists, interfere with readability of the signs, and lead to fatigue cracking in the sign structures. Field experience in Texas suggests that an overhead sign structure can vibrate excessively when supported within the span of a highway bridge instead of at a bent. This study used finite element modeling to analyze the dynamic displacement response of three hypothetical sign structures subjected to truck-passage-induced vertical oscillations recorded for the girders from four actual bridges. The modeled sign bridge structures included several span lengths based on standard design practices in Texas and were mounted on precast concrete I-girder bridges. Results revealed that resonance with bridge girder vertical vibrations can amplify the dynamic displacement of sign structures, and a specific range of frequency ratios subject to undesirable amplification was identified. Based on these findings, it is suggested that this type of sign structure be located at a bridge bent if its vertical motion frequency is within the identified range of bridge structure excitation frequencies. Several alternatives are investigated for cases where this is not possible, including increasing sign structure stiffness, reducing sign mass, and installing mechanical dampers.

• 한국음향학회지
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• 제6권1호
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• pp.39-47
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• 1987

구조 및 음의분석을 통해 피아노의 등가회로를 구성하였다. 최저음부의 기본주파수성분은 방사저항이 작아 음향출력도 작아짐을 보였고, 측정을 통해 확인하였다. 현의 강성으로 인해 피아노음의 부분음들은 기본진동수의 배수가 되지 않고 높아지는데 최저음부에서 특히 문제로 되는 이 inharmonicity를 감소시켜 저음부 음질개선을 할 수 있는 새 방안을 강구하였다. 즉 브릿지의 위치만을 조절하여 harmonicity를 감소시키는 것으로 향판중심부로 브릿지를 위치시킬수록 향판최저공진수 이하의 주파수가 낮아진다. 이는 피아노 설계시에 적용할 수 있어 실제적 음질개선방안이 될 수 있다. 특히 소형피아노의 경우에 더욱 효과가 있을 것이다.

• 한국정보통신학회논문지
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• 제3권3호
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• pp.559-567
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• 1999

결합형 유한요소-경계요소 기법을 사용하여 압전체 유연형 쏘나 변환기를 시뮬레이션하였다. 쏘나 변환기의 역학적 구동을 3차원적으로 모델링하였고 전기적 외부 부하 조건을 가지고 분석하였다. 정상 상태 변위 모드, 방향 패턴, 공진 주파수, 대역,0-factor, 출력 압력, TV 응답과 같은 결과들을 보여준다. 본 논문의 술통 형태의 압전 재질 쏘나 변환기는 유연한 변위를 발생시키며, 다른 형태의 쏘나 변환기와 달리 고출력, 낮은 Q-factor, 향상된 전방위성을 가지도록 해준다. 본 연구에서 개발된 쏘나 변환기 모델링의 결과를 ATILA와 같은 상업적 소프트웨어와 비교하였다.

• 한국전산구조공학회논문집
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• 제17권2호
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• pp.203-213
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• 2004

본 연구에서는 최상층에 설치된 연결교량과 두 건물의 연결부에 점탄성감쇠기 (Viscoelastic Dampers, VED)를 설치하여 지진에 의한 연결된 건물의 응답을 저감하는 방법에 대해서 연구하였다. 제안된 방법의 적용성을 백작잡음하중에 대한 2자유도계 구조물의 RMS (root-mean-squared) 응답을 통하여 검토한 후, 점탄성감쇠기의 크기변화에 따른 응답 감소 효과를 분석하기 위해 다양한 층수의 연결된 구조물에 대하여 지진응답 해석을 수행하고, VED 설치 전후의 최대변위, 소성힌지 분포, 잔류변위 등을 비교하였다. 해석결과에 따르면, 구조물의 응답을 최소화하는 점탄성감최기의 적정 크기가 존재하며, 연결된 두 구조물의 고유주기의 차이가 증가할수록 점탄성감쇠기의 진동제어 효과가 커진다는 것을 알 수 있다.

• Bulletin of the Korean Chemical Society
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• 제25권6호
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• pp.889-894
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• 2004

Polyaddition reactions of 1,1-diethynyl-3-triethylsilyl-1-silacyclopent-3-ene with several organoborane derivatives have afforded the oligomeric materials containing organosilacyclic group and organoboron moiety along the oligomer main chains. All of these materials are soluble in THF as well as chloroform, and their molecular weights are in the range of 1,990/1,190-21,950/7,050 ($M_w/M_n$) with the polydispersity indexes of 1.67-3.43. The prepared oligomers are characterized by several spectroscopic methods such as $^1H,\;^{13}C, \;^{29}Si,\;^{11}B$ NMR and FTIR spectra along with elemental analysis. FTIR spectra of all the oligomers show that the new strong C=C stretching frequencies appear at 1599-1712 $cm^{-1}$, in particular. The UV-vis absorption spectra of the materials in THF solution exhibit the strong absorption bands at the ${\lambda}_{max}$ of 268-275 nm. The oligomeric materials show that the strong excitation peaks appear at the ${\lambda}_{max}$ of 255-279 nm and the strong fluorescence emission bands at the ${\lambda}_{max}$ of 306-370 nm. All the spectroscopic data suggest that the obtained materials contain both the organoboron ${\pi}$-conjugation moiety of C=C-B-C=C and the organosilacyclic group of 3-triethylsilyl-1-silacyclopent-3-ene along the oligomer main chains. The oligomers are thermally stable up to 162-200 $^{\circ}C$ under nitrogen.

• Steel and Composite Structures
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• 제37권2호
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• pp.229-251
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• 2020

In this paper, dynamic buckling of a smart sandwich nanotube is studied. The nanostructure is composed of a carbon-nanotube with inner and outer surfaces coated with ZnO piezoelectric layers, which play the role of sensor and actuator. Nanotube is under magnetic field and ZnO layers are under electric field. The nanostructure is located in a viscoelastic environment, which is assumed to obey Visco-Pasternak model. Non-local piezo-elasticity theory is used to consider the small-scale effect, and Kelvin model is used to describe the structural damping effects. Surface stresses are taken into account based on Gurtin-Murdoch theory. Hamilton principle in conjunction with zigzag shear-deformation theory is used to obtain the governing equations. The governing equations are then solved using the differential quadrature method, to determine dynamic stability region of the nanostructure. To validate the analysis, the results for simpler case studies are compared with others reported in the literature. Then, the effect of various parameters such as small-scale, surface stresses, Visco-Pasternak environment and electric and magnetic fields on the dynamic stability region is investigated. The results show that considering the surface stresses leads to an increase in the excitation frequency and the dynamic stability region happens at higher frequencies.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집B
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• pp.404-409
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• 2001

Seismic qualification of the Air Cleaning Units for nuclear power plant Ulchin 5&6 has been performed with the guideline of ASME Section III and IEEE 344 code. By using the structural and geometrical similarity analysis, the three models to be analyzed is condensed into a single model and, at the same time, the excitation forces and other operating loads for each model are encompassed with respect to different loading conditions. As the fundamental frequencies of the structure are found to be less than 33Hz, which is the upper frequency limit of the seismic load, response spectrum analysis using ANSYS is performed in order to combine the modal stresses within the frequency limit. In order to confirm the structural and electric stability of the major components, modal analysis theory is adopted to derive the required response spectrum at the component locations. As the all combined stresses obtained from the above procedures are less than allowable stresses and no mechanical or electrical failures are found from the seismic testing, the authors confirm the safety of the nuclear equipments Air Cleaning Units studied in this paper.