• 한국해양공학회지
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• 제19권2호
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• pp.67-73
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• 2005

This paper describes depth, heading and speed control of an underwater vehicle that has four stern thrusters of which forces are coupled in the diving and, steering motion, as well as the speed of the vehicle. The optimal linear quadratic controller is designed based on a linearized- state space model, developed by combining the dynamic equations of speed, steering and diving motion. The designed controller gives provides an optimal thrust distribution, minimizing the given performance index to control speed, depth and heading simultaneously. To validate the performance of the controller, a simulation and tank-test are carried out with DUSAUV (Dual Use Semi-Autonomous Underwater Vehicle), developed by KORDI as a test-bed for testing new underwater technologies. Optimal gains of the controller are tuned, using a computer simulation environment with a nonlinear 6-DOF numerical DUSAUV model, developed by PMM (Planner Motion Mechanism) test. To verify the performance of the presented controller in experiment, a tank-test with DUSAUV is carried out in the ocean engineering basin in KORDI. The experimental results are also compared with the simulation results to investigate the accordance of the numerical and the real mode.

• Smart Structures and Systems
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• 제19권5호
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• pp.487-497
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• 2017

Semi-active devices use the building's own motion to produce resistive forces and are thus strictly dissipative and require little power. Devices that independently control the binary open/closed valve state can enable novel device hysteresis loops that were not previously possible. However, some device hysteresis loops cannot be obtained without active analog valve control allowing slower, controlled release of stored energy, and is presents an ongoing limitation in obtaining the full range of possibilities offered by these devices. This in silico study develops a proportional-derivative feedback control law using a validated nonlinear device model to track an ideal diamond-shaped force-displacement response profile using active analog valve control. It is validated by comparison to the ideal shape for both sinusoidal and random seismic input motions. Structural application specific spectral analysis compares the performance for the non-linear, actively controlled case to those obtained with an ideal, linear model to validate that the potential performance will be retained when considering realistic nonlinear behaviour and the designed valve control approach. Results show tracking of the device force-displacement loop to within 3-5% of the desired ideal curve. Valve delay, rather than control law design, is the primary limiting factor, and analysis indicates a ratio of valve delay to structural period must be 1/10 or smaller to ensure adequate tracking, relating valve performance to structural period and overall device performance under control. Overall, the results show that active analog feedback control of energy release in these devices can significantly increase the range of resetable, valve-controlled semi-active device performance and hysteresis loops, in turn increasing their performance envelop and application space.

• 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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• 제7권5호
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• pp.467-474
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• 2001

사용자가 하나의 캐릭터 이상을 애니메이션 하기를 원할때 캐릭터들 사이에 충돌과 같은 기대되지 않은 동작 애니메이션을 생성할 수 있다. 그러므로, 이러한 문제가 적절한 제어 메커니즘을 이용하여 해결되어야 한다. 본 논문은 사용자의 의도를 반영한 애니메이션 시나리오를 표현하기 위해 캐릭터의 동작 애니메이션을 제어하는 에이전트 기반 시스템을 제안한다. 이 시스템은 3차원 공간상에서 캐릭터가 움직이는 경로에 따라 캐릭터들간의 충돌을 회피하고 동작의 형태를 조정하는 방법을 제공한다. 에이전트는 동작을 동기화하기 위해 다른 에이전트와 통신한다. 에이전트는 캐릭터의 동작을 조정하는 여러 지능적인 에이전트로 확장되어진다. 에이전트 시스템은 의도된 동작 애니메이션 뿐만 아니라 전체 캐릭터 애니메이션에 대한 동작의 스케쥴링을 가능하게 한다. 에이전트들의 정보를 전달하고 에이전트들의 현 상태를 추론하는 방법으로써 에이전트의 대화를 위한 페트리넷 분석을 이용하여 오토마타 모델을 디자인한다. 에이전트 기술을 이용하여 캐릭터의 동작을 제어하기 위한 에이전트 시스템을 구현한다. 인체 모델 캐릭터의 동작을 제어하는 예를 보이고, 동작 제어의 가능성을 보인다.

• 한국농공학회지
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• 제30권4호
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• pp.134-153
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• 1988

This paper was carried out to investigate the existence of a unique stress- strain behavior by obtaining some factors influencing the time dependent stress- strain behavior of clay. The results obtained from this study were summarized as follows ; 1. The relationship between stress ratro and strain in normally consolidated clay was in- dependent on pre-shear consolidation pressure. Therefore, shear strain could be expressed as a function with stress ratio. 2. The constitutive equation of shear strain on Modified Carn Clay Model coincided better with the observed value than Cam Clay Model. 3. The relationships between deviator stress and shear strain, between pore water pressure and shear strain were unified by the mean equivalent pressure. 4. The shear strain contour in norrnally consolidated clay was increased linearly through origin, but that in overconsolidated clay was not in accordance with the result of the former. 5. Because the effective stress path of normally consolidated clay was unified by the mean equivalent pressure, state boundary surface in (e,p,q) space was transformed into two dimensional surface. But it was considered to be suitable that the unified stress- strain in overconsolidated clay be expressed by a function with overconsolidation ratio. 6. The deviator for constant strain was increased linearly with increment of strain rate ($\varepsilon$) on semi-log scale, but pore water pressure was decreased. 7. The behavior of stress relaxation was transformed from linear to curvilinear with inc - rement of strain rate before stress relaxation test, and pore water pressure was increased in total range. 8. The strain of creep was increased linearly with increment of time on semi-log scale. The greater the strain rate before creep test became, the greater the increment of strain of creep became. And the pore water pressure during creep test was increased generally with increment of time on semi-log scale.

• 한국지능시스템학회논문지
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• 제17권7호
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• pp.907-912
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• 2007

현재의 유비쿼터스 컴퓨팅 기술은 공간에서 사용자가 요구하는 직접적인 서비스만을 제공하는 정도의 기술 구현에 그치고 있으며, 앞으로는 좀 더 능동적인 서비스를 제공할 수 있는 지능적인 시스템이 필요해지고 있다. 사용자의 개입 없이 사용자가 처한 상황에 대한 정보를 통해 제공할 서비스를 결정할 수 있는 시스템을 구성하기 위해 본 논문에서는 지능형 홈과 같은 유비쿼터스 컴퓨팅 공간에서의 사용자가 처한 상황에 대한 환경정보를 Context로 정의하고 4W1H의 형태로 정형화하여 수집한다. 추가적으로 사용자의 감정 상태에 대한 정보를 수집하고 이러한 정보들을 확률 추론을 위한 베이지안 네트워크의 노드로 사용하여 사용자가 구체적으로 어떠한 상황에 처해 있는가에 대한 상황인식을 구현하다. 또한 그 상황 인식결과를 통해 사용자에게 제공될 서비스를 다시 한 번 베이지안 네트워크를 통해 추론하는 모델을 제시하고자 한다.

• 터널과지하공간
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• 제26권3호
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• pp.166-180
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• 2016

본 연구에서는 TOUGH-FLAC 연동 해석기법을 이용하여 호주 오트웨이 실증프로젝트 염수층 내 이산화탄소 주입을 수치적으로 모델링하고 주변 지층에 야기되는 수리-역학적 거동 특성을 살펴보았다. 대상 부지의 물리검층, 시추코어 분석 및 지구통계기법을 통해 구현된 3차원 추계학적 지질모델을 바탕으로 해석모델을 작성하였으며, 이산화탄소의 주입과 이에 따른 수리-역학적 연계거동을 분석하였다. 총 30,000톤의 이산화탄소를 200일 동안 주입하는 경우, 주입공 주변의 압력 변화는 0.5 MPa 이하로 나타났으며, 주입 5일 경과 시 압력이 수렴하는 경향을 보였다. 지층 내 역학적 거동에는 큰 영향을 미치지 않을 것으로 판단되며, 주변 단층대로의 유동도 미미한 수준으로 나타났다.

• 인터넷정보학회논문지
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• 제16권5호
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• pp.1-9
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• 2015

사이버 공간에서 첨예화, 복잡화되고 있는 공격을 일대일 방식으로 방어하는데 한계가 있으므로 보다 효과적인 방어 방법이 필요하다. 본 고에서는 내외부의 공격에 대해 자산을 체계적 적응적으로 방어할 수 있는 다중계층 보안체제 구축 방안을 제시한다. 방어지역(Defense Zone)을 중심으로 한 다중계층 보안체제의 구조를 고안하고, 사이버 위협분석과 방어기술 자동할당 등 구현에 필요한 기술요소들에 대해 논의한다. 또한, 다중계층 보안체제에 대한 효과와 적용성을 보인다. 향후, 제시된 방안의 구체화를 위해 방어지역에 대한 상세구조설계, 최적 방어기술 자동선택방법, 위협 탐지를 위한 정상상태 모델링 기술 등에 대한 연구가 필요하다.

• Earthquakes and Structures
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• 제13권4호
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• pp.353-363
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• 2017

The present study considers a multi-span continuous bridge, isolated by lead rubber bearing (LRB). Dynamic soilstructure interaction (SSI) is modelled with the help of a simplified, sway-rocking model for different types of soil. It is well understood from the literature that SSI influences the structural responses and the isolator performance. However, the abovementioned effect of SSI also depends on the earthquake ground motion properties. It is very important to understand how the interaction between soil and structure varies with the earthquake ground motion characteristics but, as far as the knowledge of the authors go, no study has been carried out to investigate this effect. Therefore, the objectives of the present study are to investigate the influence of earthquake ground motion characteristics on: (a) the responses of a multi span bridge (isolated and non-isolated), (b) the performance of the isolator and, most importantly, (c) the soil-structure interaction. Statistical analyses are conducted by considering 14 earthquakes which are selected in such a way that they can be categorized into three frequency content groups according to their peak ground acceleration to peak ground velocity (PGA/PGV) ratio. Lumped mass model of the bridge is developed and time history analyses are carried out by solving the governing equations of motion in the state space form. The performance of the isolator is studied by comparing the responses of the bridge with those of the corresponding uncontrolled bridge (i.e., non-isolated bridge). On studying the effect of earthquake motions, it is observed that the earthquake ground motion characteristics affect the interaction between soil and structure in such a way that the responses decrease with increase in frequency content of the earthquake for all the types of soil considered. The reverse phenomenon is observed in case of the isolator performance where the control efficiencies increase with frequency content of earthquake.

• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제10권2호
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• pp.53-58
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• 2021

본 논문에서는 제어 입력이 있는 이산 시간 상태 공간 모델에 대한 유한기억구조(Finite Memory Structure, FMS) 스무딩 필터(Smoothing filter)를 개발한다. FMS 스무딩 필터는 가장 최근 윈도우의 유한 관측값과 제어 입력값만을 이용하여 비편향성 제약조건하에서 최소 분산 성능 지표의 최적화 문제를 직접 해결함으로써 얻어진다. FMS 스무딩 필터는 비편향성(Unbiasedness), 무진동성(Deadbeat) 및 시불변성(Time-invariance)과 같은 내재적으로 좋은 특성을 갖는다. 또한, 관측값과 추정값이 구해지는 시간 사이의 지연 길이에 따라 FMS 스무딩 필터는 기존의 FMS 필터들과 동등함을 보인다. 마지막으로, 컴퓨터 시뮬레이션을 통해 제안된 FMS 스무딩 필터의 내재적인 강인성(Robustness)을 검증하기 위해 일시적인 모델 불확실성을 가진 시스템에 FMS 스무딩 필터를 적용해본다. 시뮬레이션 결과를 통해 제안된 FMS 스무딩 필터가 기존의 FMS 필터와 칼만(Kalman) 필터보다 우수할 수 있음을 보여준다.

• Advances in aircraft and spacecraft science
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• 제8권4호
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• pp.345-372
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• 2021

The analysis of nonlinear vibrations, buckling, post-buckling, flutter boundary determination and post-flutter behavior of a homogeneous curved plate assuming cylindrical bending is conducted in this article. Other assumptions include simply-supported boundary conditions, supersonic aerodynamic flow at the top of the plate, constant pressure conditions below the plate, non-viscous flow model (using first- and third-order piston theory), nonlinear structural model with large deformations, and application of mechanical and thermal loads on the curved plate. The analysis is performed with constant environmental indicators (flow density, heat, Reynolds number and Mach number). The material properties (i.e., coefficient of thermal expansion and modulus of elasticity) are temperature-dependent. The equations are derived using the principle of virtual displacement. Furthermore, based on the definitions of virtual work, the potential and kinetic energy of the final relations in the integral form, and the governing nonlinear differential equations are obtained after fractional integration. This problem is solved using two approaches. The frequency analysis and flutter are studied in the first approach by transferring the handle of ordinary differential equations to the state space, calculating the system Jacobin matrix and analyzing the eigenvalue to determine the instability conditions. The second approach discusses the nonlinear frequency analysis and nonlinear flutter using the semi-analytical solution of governing differential equations based on the weighted residual method. The partial differential equations are converted to ordinary differential equations, after which they are solved based on the Runge-Kutta fourth- and fifth-order methods. The comparison between the results of frequency and flutter analysis of curved plate is linearly and nonlinearly performed for the first time. The results show that the plate curvature has a profound impact on the instability boundary of the plate under supersonic aerodynamic loading. The flutter boundary decreases with growing thermal load and increases with growing curvature.