• Advances in nano research
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• 제7권2호
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• pp.99-108
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• 2019

Higher-order theories are very important to investigate the mechanical properties and behaviors of nanoscale structures. In this study, a free vibration behavior of SiNW resting on elastic foundation is investigated via Eringen's nonlocal elasticity theory. Silicon Nanowire (SiNW) is modeled as simply supported both ends and clamped-free Euler-Bernoulli beam. Pasternak two-parameter elastic foundation model is used as foundation. Finite element formulation is obtained nonlocal Euler-Bernoulli beam theory. First, shape function of the Euler-Bernoulli beam is gained and then Galerkin weighted residual method is applied to the governing equations to obtain the stiffness and mass matrices including the foundation parameters and small scale parameter. Frequency values of SiNW is examined according to foundation and small scale parameters and the results are given by tables and graphs. The effects of small scale parameter, boundary conditions, foundation parameters on frequencies are investigated.

• Structural Engineering and Mechanics
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• 제90권5호
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• pp.459-466
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• 2024

Eringen's nonlocal thermoelasticity theory is used to study wave propagations in a rotating two-temperature thermoelastic half-space with temperature-dependent properties. Using suitable non-dimensional variables, the harmonic wave analysis is used to convert the partial differential equations to ordinary differential equations solving the problem. The modulus of elasticity is given as a linear function of the reference temperature. MATLAB software is used for numerical calculations. Comparisons are carried out with the results in the context of the dual-phase lag model for different values of rotation, a nonlocal parameter, an inclined load, and an empirical material constant. The distributions of physical fields showed that the nonlocal parameter, rotation, and inclined load have great effects. When a nonlocal thermoelastic media is swapped out for a thermoelastic one, this approach still holds true.

• Computers and Concrete
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• 제33권5호
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• pp.545-557
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• 2024

A real-case incident occurred where a 9-meter-high segment of a pre-fabricated concrete separation wall unexpectedly collapsed. This collapse was triggered by improperly depositing excavated soil against the wall's back, a condition for which the wall segments were not designed to withstand lateral earth pressure, leading to a flexural failure. The event's analysis, integrating technical data and observational insights, revealed that internal forces at the time of failure significantly exceeded the wall's capacity per standard design. The Lattice Discrete Particle Model (LDPM) further replicates the collapse mechanism. Our approach involved defining various parameter sets to replicate the concrete's mechanical response, consistent with the tested compressive strength. Subsequent stages included calibrating these parameters across different scales and conducting full-scale simulations. These simulations carried out with various parameter sets, were thoroughly analyzed to identify the most representative failure mechanism. We developed an equation from this analysis that quickly correlates the parameters to the wall's load-carry capacity, aligned with the simulation. Additionally, our study examined the wall's post-peak behavior, extending up to the point of collapse. This aspect of the analysis was essential for preventing failure, providing crucial time for intervention, and potentially averting a disaster. However, the reinforced concrete residual state is far from being fully understood. While it's impractical for engineers to depend on the residual state of structural elements during the design phase, comprehending this state is essential for effective response and mitigation strategies after initial failure occurs.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2007년도 추계학술대회 논문집
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• pp.95-96
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• 2007

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1993년도 한국자동제어학술회의논문집(국내학술편); Seoul National University, Seoul; 20-22 Oct. 1993
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• pp.1-7
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• 1993

In this paper we propose the new adaptive control algorithm by using S-G algorithm based on the error equations derived by Slotine. We verify the validity of the proposed controller and convergence of three type parameter estimation law based on S-G algorithm from the computer simulation.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2011년도 춘계학술대회 논문집
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• pp.1295-1296
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• 2011

• 한국전자파학회논문지
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• 제26권10호
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• pp.895-906
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• 2015

본 논문에서는 모바일 충전회로를 대상으로 IEC 규격의 EFT/B(Electric Fast Transient and Burst) 내성 시험을 수행할 때 전달되는 신호를 예측할 수 있는 방법론 및 모델을 제안한다. EFT/B 신호는 모바일 충전회로가 충전 중인 상태에서 전달되기 때문에 교류전원 단에서 부터 부하 단까지의 신호전달특성을, 모바일 충전회로에 교류전원이 연결된 상태에서 알아야할 필요가 있다. 이를 위하여 간단한 CDN(Coupling-Decoupling Network)을 설계 제작하였으며, 이것을 이용하여 교류전원이 연결되어 있을 때와 연결되어 있지 않을 때의 두 가지 경우에 대해서 모바일 충전회로의 S-parameter를 VNA(Vector Network Analyzer)를 이용하여 측정하였다. 그 결과, 측정된 모바일 충전회로의 S-parameter 특성은 전원의 연결 유무와 거의 무관하였으며, 이것을 근거로 하여 모바일 충전회로만의 전달특성을, 전원이 연결되지 않은 상태에서, 적절한 인터페이스를 제작하여 측정하였다. 실제 EFT/B 신호 입출력의 전달함수를 구하여 S-parameter 측정의 정확성을 검증하였다. 이렇게 측정된 특성을 이용하여 모바일 충전회로의 EFT/B 신호가 전달되는 특성을 효과적으로 예측할 수 있었음을 보였다.

• 한국전자파학회논문지
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• 제30권2호
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• pp.111-123
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• 2019

본 논문에서는 온-웨이퍼형 DUT 측정을 위한 입력 터미네이션의 정의방법을 제안하였으며, 제안된 방법으로 새롭게 정의된 입력 터미네이션과 잡음전력비에 기초한 잡음상관행렬 측정방법을 이용, 온-웨이퍼형 DUT의 잡음상관행렬을 측정하였다. 그리고 온-웨이퍼 DUT를 측정하기 위해 웨이퍼 프로브와 바이어스-티가 포함된 잡음측정 구성을 보였다. 온-웨이퍼형 DUT 측정을 위한 입력 터미네이션을 정의하기 위해서는 바이어스-티와 프로브 그리고 open으로 종단된 선로가 결합된 어댑터의 S-파라미터가 필요하며, 이를 위해 1-포트 측정을 통해 어댑터의 2-포트 S-파라미터를 결정하는 방법을 보였다. 이 측정된 어댑터의 S-파라미터 이용, 온-웨이퍼형 DUT 측정을 위한 새로운 입력 터미네이션을 정의하는 방법을 보였다. 제안된 방법으로 1.5 dB의 잡음지수를 갖는 칩 소자의 잡음상관행렬을 측정하였고, 측정된 잡음상관행렬을 이용하여 칩 소자의 잡음 파라미터 결과를 얻었다. 칩 소자의 잡음 파라미터 결과는 칩 소자의 데이터시트에 있는 잡음 파라미터 결과와 유사한 결과를 보였으며, 반복 측정을 통해 측정된 결과가 신뢰할 수 있는 결과임을 보였다.

• 한국소음진동공학회논문집
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• 제18권10호
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• pp.1033-1041
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• 2008

The purpose of this paper is to investigate natural frequencies of tapered thick plate with concentrated masses subjected to in-plane force on pasternak foundation by means of finite element method and providing kinetic design data for mat of building structures. Finite element analysis of rectangular plate is done by using rectangular finite element with 8-nodes. For analysis, plates is supported on pasternak foundation. The Winkler parameter is varied with 10, 102, the shear foundation parameter is 5. The taper ratio is applied as 0.0, 0.25, 0.5 and the ratio of the concentrated mass to plate mass as 0.25, 0.5 respectively. As results, we can see that when stiffener's sizes or foundation parameter are larger, the natural frequency increases, and when the concentrated mass or taper ratio or in-plane stress is larger, the natural frequency decreases.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2004년도 ICCAS
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• pp.1048-1052
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• 2004

In this work, we have investigated a role of linking parameter in Pulse-Coupled Neural Network(PCNN) which is suggested to explain the synchronous activities among neurons in the cat cortex. Then we have found a method to determine the linking parameter for a satisfactory face detection performance in a given color image. Face detection algorithm which uses the color information is independent on pose, size and obstruction of a face. But the use of color information encounters some problems arising from skin-tone color in the background, intensity variation within faces, and presence of random noise and so on. Depending on these conditions, PCNN's linking parameters should be selected an appropriate values. First we obtained the mean and variance of the skin-tone colors by experiments. Then, we introduced a preprocess that the pixel with a mean value of skin-tone colors has the highest level value (255) and the other pixels have values between 0 and 255 according to normal distribution with a variance. This preprocessing leads to an easy decision of the linking parameter of the Pulse-Coupled Neural Network. Through experiments, it is verified that the proposed method can improve the face detection performance compared to the existing methods.