• Proceedings of the Korean Vacuum Society Conference
• /
• 2016.02a
• /
• pp.101.2-101.2
• /
• 2016

육각형 구조의 탄소원자가 이차원으로 배열된 그래핀은 고유의 전기적, 광학적 특성으로 인하여 새로운 전기소자, 광학소자 및 광전소자를 구성하는 유망한 물질로써 많은 주목을 받고 있다. 특히 넓은 파장 대역에서의 일정한 광 흡수 특성, 높은 비선형 광학 계수 및 수백 펨토초의 매우 빠른 비선형 응답시간으로 인하여 최근 그래핀을 기반으로 하는 광대역 광 편광소자, 비선형 광 신호 발생기, 광 포화 흡수체 및 광 제한기 (optical limiter) 등이 보고되고 있다. 본 발표에서는 그래핀 등 저차원 물질의 비선형 포토닉스 응용에 관한 최근 연구에 관하여 살펴보고자 한다. 특히 그래핀 소자의 전기적 조절을 통한 극초단 레이저 펄스의 발생 및 제어 특성을 살펴보고 나아가 높은 효율을 가지는 도파로 기반 그래핀 광전소자 구현 가능성 및 그 한계에 관해 살펴보고자 한다.

• Journal of Institute of Control, Robotics and Systems
• /
• v.4 no.6
• /
• pp.772-779
• /
• 1998

본 논문에서는 강인한 비선형 예측제어기를 개발하여 연구용 원자로 벽면검사를 위한 수중로봇에 적용하여 보았다. 비선형 예측제어기는 먼저 적절한 함수 확장을 이용하여 시스템의 미래 출력 값을 예측하고, 예측값과 설정치와의 차이를 최소화시키는 제어입력을 구하여 시스템에 인가한다. 이러한 제어기에 의한 폐회로 동특성은 목적함수가 상태변수로 이루어진 경우는 항상 안정한 특성을 보이고 목적함수가 출력변수으로 이루어진 경우는 상대 계수가 4이하인 경우에 안정한 특성을 보인다. 이 제어기는 기존의 비선형 제어기가 적용 불가능한 시스템에도 적용 가능한 장점을 가지고 있다. 시스템의 불확실성이 큰 경우, 제어 안정도 및 제어 성능을 향상시키기 위하여 감독제어를 비선형 예측제어기에 포함시켰다. 이러한 제어기를 수중 벽면 주행로봇에 대한 모사실험에 적용한 결과 제어기의 강인함과 제어 성능 향상을 볼 수 있었다.

• 한국방재학회:학술대회논문집
• /
• 2009.02b
• /
• pp.56.2-56.2
• /
• 2009

• Journal of the Earthquake Engineering Society of Korea
• /
• v.11 no.2 s.54
• /
• pp.11-17
• /
• 2007

In current seismic design practice, the response modification factor (R-factor) is used as a factor to reduce the elastic base shear demand to the design force level. As is well-known, the R-factor is a committee-consensus factor and, as such, highly qualitative and empirical. The relationship between the R-factor and the connection rotation capacity available in a particular structural system has remained a missing link. In this paper, a rational procedure to evaluate the R-factor is proposed. To this end, the relationship between the available connection rotation capacity and the R-factor is defined and quantified using nonlinear pushover analysis. An RRS steel frame designed according to IBC 2000 was used to illustrate and verify the proposed procedure. Nonlinear time history analysis results indicated that the R-factor definition proposed in this study is generally conservative from design perspective.

• International Journal of Highway Engineering
• /
• v.12 no.4
• /
• pp.147-155
• /
• 2010

A prediction model of resilient modulus($E_R$) was developed for recycled crushed-rock-soil mixtures. The evaluation of $E_R$, using the "orthodox" repeated loading tri-axial test, is not feasible for such a large-size gravelly material. An alternative method was proposed hereby using the subtle different modulus called nonlinear dynamic modulus. The prediction model was developed by utilizing in-situ measured shear modulus($G_{max}$) and its reduction curves of modeled materials using the large free-free resonant column test. A pilot evaluation of the model parameters was carried out for recycled crushed-rock-soil-mixture at a highway construction site near Gimcheon, Korea. The values of the model parameters($A_E,\;n_E,\;{\varepsilon}_r\;and\;{\alpha}$) were proposed as 9618, 0.47, 0.0135, and 0.8, respectively.

• Proceedings of the Optical Society of Korea Conference
• /
• 1998.08a
• /
• pp.146-147
• /
• 1998

• Proceedings of the Optical Society of Korea Conference
• /
• 1990.07a
• /
• pp.101-105
• /
• 1990

• Journal of the Korean Geotechnical Society
• /
• v.19 no.2
• /
• pp.189-197
• /
• 2003

In this paper, deformation characteristics of fiber-mixed-soils were studied at small strain range(0.0001%～1%) using resonant column test and triaxial test, and reinforcement effect was evaluated by the measure of maximum shear moduli. The effects of the major parameters such as fiber content, aspect ratio and fiber type on reinforcement were comparatively assessed. The specimens were remolded from Jumunjin Sand randomly mixed with discrete polypropylene staple fibers. Maximum shear moduli of fiber-mixed-soils increased by up to 30% and modulus reduction was also restrained in nonlinear range. Shear moduli increased as the aspect ratio increases. The reinforcement was more effective with fibrillated fiber than with monofilament fiber. The most effective reinforcement was achieved with the specimen of 0.3 % fiber content.

• Journal of the Korea Institute of Information and Communication Engineering
• /
• v.11 no.12
• /
• pp.2382-2390
• /
• 2007

A new polynomial-based predistortion method for linearizing nonlinear power amplifier is proposed. The proposed method finds the predistortion parameter directly without the help of postdistorter whereas most existing polynomial-based predistortion methods calculate the predistortion parameter indirectly from the prostdistorter. First, a new predistortion algorithm is derived based on the assumption that the characteristic of the amplifier is modeled by piecewise linear function. Then it is modified into a proposed method which does not require any assumption or prior knowledge of the amplifier. The proposed method is derived based on the RLS (recursive least squares) algorithm. The proposed technique is simpler to implement than the existing methods and the computer simulation demonstrates that the proposed method is more robust to the initial condition and the saturation region of the amplifier.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.11 no.2 s.54
• /
• pp.105-113
• /
• 2007

In the current research, an algorithm of performance-based seismic retrofit design of reinforced concrete columns using FRP jacket has been proposed. For exact prediction of the nonlinear flexural analysis or FRP composite RC members, multiaxial constitutive laws of concrete and composite materials have been presented. For seismic retrofit design, an algorithm of direct displacement-based design method (DDM) proposed by Chopra and Goel (2001) has been newly applied to determine the design thickness of FRP jacket in seismic retrofit of reinforced concrete columns. To compare with the displacement coefficient method (DCM), the DDM gives an accurate prediction of the target displacement in highly nonlinear region, since the DCM uses the elastic stiffness before reaching the yield load as the effective stiffness but the DDM uses the secant stiffness.