• 대한토목학회논문집
• /
• 제37권5호
• /
• pp.801-813
• /
• 2017

경사고임대의 지지블록에서 발휘되는 수동토압은 지반종류에 따라 발휘되는 토압이 다르다. 영구구조물인 옹벽 설계에서는 수동토압의 안전율을 고려하도록 하고 있으나, 가시설에 설치되는 경사고임대 지지블록에 작용하는 토압은 실제 발휘되는 수동측토압보다 과하게 산정되어 불안전측의 설계가 되고 있다. 본 연구에서는 3차원 수치해석(PLAXIS)을 이용 토사지반에서 경사고임대 지지블록에 발생되는 수동측토압을 산정하였다. 토사지반으로 연약지반과 풍화토지반이 선택되었다. 수치해석결과 각 지반에서 지지블록의 수평변위와 수동측토압 관계 곡선이 산정되었으며 이 곡선상의 항복점이 설계에 적용할 경사고임대 지지체에서의 저항력으로 연약지반에서는 Rankine 수동토압의 약 55.5%, 풍화토지반에서는 약 66%를 보는 것이 안정성 측면에서 바람직한 것으로 나타났다.

• Smart Structures and Systems
• /
• 제23권6호
• /
• pp.565-577
• /
• 2019

One of the most effective countermeasures for mitigating cable vibration is to install mechanical dampers near the anchorage of the cable. Most of the dampers used in the field are so-called passive dampers where their parameters cannot be changed once designed. The parameters of passive dampers are usually determined based on the optimal damper force obtained from the universal design curve for linear dampers, which will provide a maximum additional damping for the cable. As the optimal damper force is chosen based on a predetermined principal vibration mode, passive dampers will be most effective if cable undergoes single-mode vibration where the vibration mode is the same as the principal mode used in the design. However, in the actual engineering practice, multi-mode vibrations are often observed for cables. Therefore, it is desirable to have dampers that can suppress different modes of cable vibrations simultaneously. In this paper, MR dampers are proposed for controlling multi-mode cable vibrations, because of its ability to change parameters and its adaptability of active control without inquiring large power resources. Although the highly nonlinear feature of the MR material leads to a relatively complex representation of its mathematical model, effective control strategies can still be derived for suppressing multi-mode cable vibrations based on nonlinear modelling, as proposed in this paper. Firstly, the nonlinear Bouc-wen model is employed to accurately portray the salient characteristics of the MR damper. Then, the desired optimal damper force is determined from the universal design curve of friction dampers. Finally, the input voltage (current) of MR damper corresponding to the desired optimal damper force is calculated from the nonlinear Bouc-wen model of the damper using a piecewise linear interpolation scheme. Numerical simulations are carried out to validate the effectiveness of the proposed control algorithm for mitigating multi-mode cable vibrations induced by different external excitations.

• 로봇학회논문지
• /
• 제16권2호
• /
• pp.147-154
• /
• 2021

One of the most challenging issues when robots interact with the environment is to establish contact quickly and avoid high impact force at the same time. The proposed method implements the passive suspension system using the redundancy of the torque-controlled robot. Instead of utilizing the actual mechanical compliance, the distal joints near the end-effector are controlled to act as a virtual spring-damper system with low feedback gains. The proximal joints are precisely controlled to push the mid-link, which is defined as the boundary link between the proximal and distal joints, towards the environment with high feedback gains. Compared to the active compliance methods, the contact force measurements or estimates are not required for contact establishment and the control time delay problems do not occur correspondingly. The proposed method was applied to the landing foot control of the 12-DoF biped robot DYROS-RED in the simulations. In the results, the impact force during landing was significantly reduced at the same collision speed.

• Smart Structures and Systems
• /
• 제26권6호
• /
• pp.765-779
• /
• 2020

Collapse of bridges in recent earthquakes demonstrates the need to deepen the understanding of the behaviour of these structures against seismic actions. This paper presents a highly detailed numerical model of an actual bridge subjected to extreme seismic action which results in its collapse. Normally, nonlinear numerical models have high difficulties to achieve convergence when reinforced concrete is intended to be represented. The main objective of this work is to determine the efficiency of different passive control strategies to prevent the structural collapse of an existing bridge. Metallic dampers and seismic isolation by decoupling the mass were evaluated. The response is evaluated not only in terms of reduction of displacements, but also in increasing of shear force and axial force in key elements, which can be a negative characteristic of the systems studied. It can be concluded that the use of a metallic damper significantly reduces the horizontal displacements and ensures the integrity of the structure from extreme seismic actions. Moreover, the isolation of the deck, which in principle seems to be the most effective solution to protect existing bridges, proves inadequate for the case analysed due to its dynamic characteristics and its particular geometry and an unpredictable type of axial pounding in the columns. This unexpected effect on the isolation system would have been impossible to identify with simplified models.

• 한국정밀공학회지
• /
• 제17권1호
• /
• pp.34-44
• /
• 2000

In this paper, a modified skyhook control for the semi-active Macpherson suspension system is investigated. A new model for the semi-active type suspension, which incorporates the rotational motion of the unsprung mass, is introduced and an output feedback control law using the skyhook control method is derived. The gains in the skyhook controller are adaptively adjusted by estimating the road conditions. Because two vertical acceleration sensors, one for the sprung mass and another for the unsprung mass, are used rather than using the angle sensor for the rotational motion of the control arm, the relative velocity of the rattle space is filtered using the acceleration signals. For testing the control performance, the actual damping force has been incorporated via the hardware-in-the-loop simulations. The performances of a passive damper and a semi-active damper are compared. Simulation results are provided.

• 대한기계학회논문집
• /
• 제8권5호
• /
• pp.488-497
• /
• 1984

본 연구에서는 Fig.1과 같은 조립용 손목을 개발하였는데, 유연성의 구조는 RCC의 원리를 이용하고, 감지성은 Hi-Thand에서 채택한 스트레인 게이지 방식을 적용 하였다. 이 조립용 손목의 성능실험은 조립될 부품간의 틈새율, 부품의 길이 그리고 오차의 크기에 따라 수행하였으며, 조립시 스트레인 게이지로부터 측정되는 반력들은 D.E.Whitney의 조립이론식을 적용하여 구한 이론치와 비교하여 보았다. 반력을 측정 하는 궁극적인 목적은 이 측정치를 이용하여 귀환제어함으로써 초기오차를 수정하는 것이기 때문에 귀환제어를 어떻게 하느냐에 따라 조립시 생기는 반력이나 조립시간이 달라진다. 따라서 귀환제어를 위한 제어 알고리즘을 개발하였고 조립시 발생하는 반 력을 컴퓨터 시뮬레이션을 통하여 구해서 귀환제어 시키지 않을시 즉 수정적 방법에 의해서 조립할때에 발생하는 힘과를 비교 분석하였다.

• 인터넷정보학회논문지
• /
• 제24권6호
• /
• pp.119-125
• /
• 2023

우크라이나-러시아 전을 통해 드론의 군사적 가치는 재평가되고 있으며, 북한은 '22년 말 대남 드론 도발을 통해 실제 검증까지 완료한 바 있다. 또한, 북한은 인공지능(AI) 기술의 드론 적용을 추진하고 있는 것으로 드러나 드론의 위협은 나날이 커지고 있다. 이에 우리 군은 드론작전사령부를 창설하고 다양한 드론 대응 체계를 도입하는 등 대 드론 체계 구축을 도모하고 있지만, 전력증강 노력이 타격체계 위주로 편중되어 군집드론 공격에 대한 효과적 대응이 우려된다. 특히, 도심에 인접한 공군 비행단은 민간 피해가 우려되어 재래식 방공무기의 사용 역시 극도로 제한되는 실정이다. 이에 본 연구에서는 AI기술이 적용된 적 군집드론의 위협으로부터 아 항공기의 생존성 향상을 위해 AI모델의 객체탐지 능력을 저해하는 소극방공 기법을 제안한다. 대표적인 적대적 머신러닝(Adversarial machine learning) 기술 중 하나인 적대적 예제(Adversarial example)를 레이저를 활용하여 항공기에 조사함으로써, 적 드론에 탑재된 객체인식 AI의 인식률 저하를 도모한다. 합성 이미지와 정밀 축소모형을 활용한 실험을 수행한 결과, 제안기법 적용 전 약 95%의 인식률을 보이는 객체인식 AI의 인식률을 제안기법 적용 후 0~15% 내외로 저하시키는 것을 확인하여 제안기법의 실효성을 검증하였다.

• 전력전자학회논문지
• /
• 제25권4호
• /
• pp.329-332
• /
• 2020

A back-electromotive force (back-EMF) estimator for a permanent magnet synchronous motor (PMSM) uses the three-phase voltage references of a current controller to estimate rotor position. However, owing to voltage drops caused by the nonlinear characteristics of switches and passive components, the actual voltage in the motor and the three-phase voltage reference may not match. This study proposes a sensorless control method using a sine-wave output filter applied between the motor drive system and PMSM. The precise voltage in the motor can be measured with the sine-wave output filter and applied to the input of the estimator. Moreover, given that the voltage in the motor can be measured precisely at extremely low speeds, the stable operation range of the back-EMF estimator can be secured. Experimental results show that the proposed sensorless control method has stable operation at extremely low speeds compared with conventional sensorless control.

• 대한물리의학회지
• /
• 제9권3호
• /
• pp.279-284
• /
• 2014

PURPOSE: This study intended to verify whether there was actual correlation between weight-bearing asymmetry and a limitation in hip joint rotation range in patients with low back pain. METHODS: Thirty five low back pain patients voluntarily participated this study. For each participant, hip joint medial rotation symmetry rate and the weight-bearing symmetry rate were calculated. The correlation between the two variables was investigated. RESULTS: A decrease in the left hip joint medial rotation range of motion (ROM) was observed more often than a reduction in the right hip joint medial rotation ROM. However, similar number between right and left side was observed in ground reaction force more weighted. The coefficient between the passive hip joint medial rotation symmetry rate and the weight loading symmetry ratio was -0.19 (p < 0.05). CONCLUSION: The present study demonstrated a weak correlation between the hip joint medial rotation ROM and the weight distribution of both feet. Such result suggests that careful evaluation by separating each element is needed in treating patients with low back pain. Future research should take into account asymmetric alignment and abnormal movement in different joints of the body as well as asymmetry in the bilateral hip joint rotation and the unilateral weight supporting posture.

• Wind and Structures
• /
• 제32권1호
• /
• pp.71-80
• /
• 2021

In steel cable bridges, the use of magnetorheological (MR) dampers between butt cables is constantly increasing to dampen vibrations caused by rain and wind. The biggest problem in the actual applications of those devices is to launch a kind of appropriate algorithm that can effectively and efficiently suppress the perturbation of the tie through basic calculations and optimal solutions. This article discusses the optimal evolutionary design based on a linear and quadratic regulator (hereafter LQR) to lessen the perturbation of the bridges with cables. The control numerical algorithms are expected to effectively and efficiently decrease the possible risks of the structural response in amplification owing to the feedback force in the direction of the MR attenuator. In addition, these numerical algorithms approximate those optimal linear quadratic regulator control forces through the corresponding damping and stiffness, which significantly lessens the work of calculating the significant and optimal control forces. Therefore, it has been shown that it plays an important and significant role in the practical application design of semiactive MR control power systems. In the present proposed novel evolutionary parallel distributed compensator scheme, the vibrational control problem with a simulated demonstration is used to evaluate the numerical algorithmic performance and effectiveness. The results show that these semiactive MR control numerical algorithms which are present proposed in the present paper has better performance than the optimal and the passive control, which is almost reaching the levels of linear quadratic regulator controls with minimal feedback requirements.