• 한국지진공학회논문집
• /
• 제11권6호
• /
• pp.33-39
• /
• 2007

2004년 5월 29일 발생한 울진지진에 대해 지진원 상수(지진원기구, 진원깊이, 규모, 지진원 특성 등)를 모멘트텐서 방법을 이용하여 분석하였다. 3종류의 지각모델에 대해 지각응답함수를 구하여 분석에 이용하였다. 또한 최적의 지진원 상수값을 분석하기 위해 3종류의 진앙위치를 고려하여 분석하였다. 관측소의 방위각 분포 및 진앙거리에 대해서 결과값에 약간의 영향을 주었다. 6개의 모멘트텐서 성분을 조합하여 분석한 결과 울진지진은 거의 남북방향의 주향을 가진 전형적인 역단층의 운동에 의해 발생되었다. 분석된 지진원 기구는 울진지진 진앙 주변은 동서방향의 압축방향을 가진 지체역학적인 환경을 가지고 있는 것으로 제시하고 있다. 진원깊이는 약 12km의 값을 가지고 있다. 지진원기구는 기존의 연구결과와 유사하나 진원깊이는 다소 차이가 존재하였다. 이러한 차이는 방법론, 자료 종류 또는 지진원 고유의 기하학적 형태 등에 기인하는 것으로 해석된다.

• 한국항해학회지
• /
• 제5권2호
• /
• pp.49-58
• /
• 1981

One of the main purposes of the marine gyrocompass follow-up system is to preserve the sensitive part from the wandering error due to the frictional or torsional torque around the vertical axis. This error can be diminished through the rapid follow-up action, which minimizes the relative azimuthal angular displacement between the sensitive and follow-up parts and shortens the duration of the same displacement. But an excessive rapidity of the follow-up action would result in a sustained oscillation to the system. Therefore, to design a new type of the follow-up system, the theoretical annlysis of the problems concerned should be studied systematically by introducing the control theory. This paper suggest a concrete procedure for the optimal adjustment of the gyrocompass follow-up system, utilizing the mathematic model and the stability informations formerly investiaged by the author. For theoptimal determination of the adjustable paramfter K, the performance index(P.I.), ITSE(Intergral of the Time multiplied by the Squared Error) is proposed, namely, P.I. = $\int_{0}^{\infty} t \cdot e^{2}(t)dt$ where t is time and e(t) means control error. Then, the optimal parameter minimizing the performance index is calculated by means of Parseval's theorem and numerical computation, and the validity of the obtained optimal value of the parameter Ka is examined and confirmed through the simulations and experiments. By using, the proposed method, the optimal adjustment can be performed deterministically. But, this can not be expected in the conventional frequency domain analysis. While the Mps of the original system vary to the extent of from 0.98 to 46.27, Mp of the optimal system is evaluated as 1.1 which satisfies the generally accepted frequency domain specification.

• 한국정보과학회논문지:정보통신
• /
• 제29권2호
• /
• pp.147-155
• /
• 2002

인터넷을 통해 사용자 정보가 여러 망을 거치는 동안 연동지점에서의 처리 지연은 고속 전송에 큰 부담이 되며 종단간의 심리스 연결이 가능하다면 좋은 해결책이 될 것이다. 이 논문에서는 ATM-LAN에 유력한 MPOA 망과 백본 기술로 적용이 검토되고 있는 MPLS 망을 심리스 연결하기 위한 방안을 제시한다. 두 망의 특징을 비교하고, 연동에 필요한 요구사항을 제시하며, 적용 가능한 세가지 연동 방안을 기술한다. 제시된 연동방안은 LER에서 ATM VC와 LSP를 심리스 연결함으로써 IP 룩업에 소요되는 처리 지연을 최소화하고 종단간 전송 지연을 줄인다. 각 연동 방안들의 세부 동작 절차와 특징을 기술하고, 잭슨망 이론을 이용하여 제시된 연동 방안들의 종단간 전송지연을 분석하고 그 결과를 비교한다.

• Earthquakes and Structures
• /
• 제12권4호
• /
• pp.425-436
• /
• 2017

Vibration control using a tuned mass damper (TMD) is an effective technique that has been verified using analytical methods and experiments. It has been applied in mechanical, automotive, and structural applications. However, the damping of a TMD cannot be adjusted in real time. An excessive mass damper stroke may be introduced when the mass damper is subjected to a seismic excitation whose frequency content is within its operation range. The semi-active tuned mass damper (SATMD) has been proposed to solve this problem. The parameters of an SATMD can be adjusted in real time based on the measured structural responses and an appropriate control law. In this study, a stiffness-controllable TMD, called a leverage-type stiffness-controllable mass damper (LSCMD), is proposed and fabricated to verify its feasibility. The LSCMD contains a simple leverage mechanism and its stiffness can be altered by adjusting the pivot position. To determine the pivot position of the LSCMD in real time, a discrete-time direct output-feedback active control law that considers delay time is implemented. Moreover, an identification test for the transfer function of the pivot driving and control systems is proposed. The identification results demonstrate the target displacement can be achieved by the pivot displacement in 0-2 Hz range and the control delay time is about 0.1 s. A shaking-table test has been conducted to verify the theory and feasibility of the LSCMD. The comparisons of experimental and theoretical results of the LSCMD system show good consistency. It is shown that dynamic behavior of the LSCMD can be simulated correctly by the theoretical model and that the stiffness can be properly adjusted by the pivot position. Comparisons of experimental results of the LSCMD and passive TMD show the LSCMD with less demand on the mass damper stroke than that for the passive TMD.

• Coupled systems mechanics
• /
• 제4권4호
• /
• pp.279-295
• /
• 2015

The article presents a theoretical-experimental approach developed for modeling the coefficient of sliding friction in the dynamic system tool-workpiece in slide diamond burnishing of low-alloy unhardened steels. The experimental setup, implemented on conventional lathe, includes a specially designed device, with a straight cantilever beam as body. The beam is simultaneously loaded by bending (from transverse slide friction force) and compression (from longitudinal burnishing force), which is a reason for geometrical nonlinearity. A method, based on the idea of separation of the variables (time and metric) before establishing the differential equation of motion, has been applied for dynamic modeling of the beam elastic curve. Between the longitudinal (burnishing force) and transverse (slide friction force) forces exists a correlation defined by Coulomb's law of sliding friction. On this basis, an analytical relationship between the beam deflection and the sought friction coefficient has been obtained. In order to measure the deflection of the beam, strain gauges connected in a "full bridge" type of circuit are used. A flexible adhesive is selected, which provides an opportunity for dynamic measurements through the constructed measuring system. The signal is proportional to the beam deflection and is fed to the analog input of USB DAQ board, from where the signal enters in a purposely created virtual instrument which is developed by means of Labview. The basic characteristic of the virtual instrument is the ability to record and visualize in a real time the measured deflection. The signal sampling frequency is chosen in accordance with Nyquist-Shannon sampling theorem. In order to obtain a regression model of the friction coefficient with the participation of the diamond burnishing process parameters, an experimental design with 55 experimental points is synthesized. A regression analysis and analysis of variance have been carried out. The influence of the factors on the friction coefficient is established using sections of the hyper-surface of the friction coefficient model with the hyper-planes.

• Earthquakes and Structures
• /
• 제15권6호
• /
• pp.583-593
• /
• 2018

Seismic performance is particularly important for life-line structures, especially for long-span transmission tower line system subjected to multi-component ground motions. However, the influence of multi-component seismic loads and the coupling effect between supporting towers and transmission lines are not taken into consideration in the current seismic design specifications. In this research, shake table tests are conducted to investigate the performance of long-span transmission tower-line system under multi-component seismic excitations. For reproducing the genuine structural responses, the reduced-scale experimental model of the prototype is designed and constructed based on the Buckingham's theorem. And three commonly used seismic records are selected as the input ground motions according to the site soil condition of supporting towers. In order to compare the experimental results, the dynamic responses of transmission tower-line system subjected to single-component and two-component ground motions are also studied using shake table tests. Furthermore, an empirical model is proposed to evaluate the acceleration and member stress responses of transmission tower-line system subjected to multi-component ground motions. The results demonstrate that the ground motions with multi-components can amplify the dynamic response of transmission tower-line system, and transmission lines have a significant influence on the structural response and should not be neglected in seismic analysis. The experimental results can provide a reference for the seismic design and analysis of long-span transmission tower-line system subjected to multi-component ground motions.

• 한국정보통신학회논문지
• /
• 제23권12호
• /
• pp.1609-1617
• /
• 2019

ECC (Elliptic Curve Cryptography)와 RSA를 기반으로 하는 다양한 공개키 암호 프로토콜 구현을 지원하는 하드웨어 가속기 설계에 관해 기술한다. NIST 표준으로 정의된 소수체 상의 5가지 타원곡선과 3가지 키길이의 RSA를 지원하며 또한, 4가지 타원곡선 점 연산과 6가지 모듈러 연산을 지원하도록 설계되어 ECC와 RSA 기반 다양한 공개키 암호 프로토콜의 하드웨어 구현에 응용될 수 있다. 저면적 구현을 위해 내부 유한체 연산회로는 32 비트의 데이터 패스로 설계되었으며, 워드 기반 몽고메리 곱셈 알고리듬, 타원곡선 점 연산을 위해서는 자코비안 좌표계, 그리고 모듈러 곱의 역원 연산을 위해서는 페르마 소정리를 적용하였다. 설계된 하드웨어 가속기를 FPGA 디바이스에 구현하여 EC-DH 키교환 프로토콜과 RSA 암호·복호 둥작을 구현하여 하드웨어 동작을 검증하였다. 180-nm CMOS 표준 셀 라이브러리로 합성한 결과, 50 MHz 클록 주파수에서 20,800 등가게이트와 28 kbit의 RAM으로 구현되었으며, Virtex-5 FPGA 디바이스에서 1,503 슬라이스와 2개의 BRAM으로 구현되었다.

• International Journal of Naval Architecture and Ocean Engineering
• /
• 제12권1호
• /
• pp.399-413
• /
• 2020

The numerical simulation of liquid sloshing in the three-dimensional tanks under horizontal excitation and roll excitation was carried out, and the inhibition effect of different baffles on the sloshing phenomenon was investigated. The numerical calculations were carried out by the nonlinear Boundary Element Method (BEM) with Green's theorem based on the potential flow, which was conducted with the governing equation corresponding to the boundaries of each region. The validity of the method was verified by comparing with experimental values and published literatures. The horizontal baffle, the vertical baffle and the T-shaped baffle in the sloshing tanks were investigated respectively, and the baffles' position, dimension and the liquid depth were provided and discussed in detail. It is drawn that the baffle shape plays a non-negligible role in the tank sloshing. The vertical baffle is a more effective way to reduce the sloshing amplitude when the tank is under a horizontal harmonic excitation while the horizontal baffle is a more effective way when the tank is under a roll excitation. The amplitude of free surface elevation at right tank wall decreases with the increasing of the horizontal baffle length and the vertical baffle height. Although the T-shaped baffle has the best suppression effect on tank sloshing under horizontal excitation, it has limited suppression effect under roll excitation and will complicate the sloshing phenomenon when changing baffle height.

• 한국정보전자통신기술학회논문지
• /
• 제14권4호
• /
• pp.284-291
• /
• 2021

본 논문은 입력포화가 존재하는 다중 에이전트 시스템의 일치 문제를 연구한다. 일치 제어의 목표는 에이전트들이 정보교환을 통하여 그룹의 목표 상태로 일치되도록 함으로써 다중 에이전트 시스템의 군집 행동을 얻는 것이다. 본 논문에서는 입력포화가 존재하는 1차 역학에 의해 모델링된 에이전트 시스템들을 고려한다. 에이전트들의 전역적인 수렴성 보장을 위하여 에이전트들이 안정하다는 가정을 한다. 또한, 외란을 고려하여 일치를 달성하기 위한 PI(비례-적분) 기반의 이종 제어기법을 제안한다. 즉, 제안된 P제어기와 I제어기는 서로 다른 정보 네트워크로 구성된다. 다음으로 리아프노프 안정성 이론과 라살레 불변 법칙을 적용하여 일치를 달성하기 위한 P, I 제어기의 정보 네트워크 구성과 제어이득의 조건을 조사한다. 마지막으로 이론적 결과를 검증하기 위하여 시뮬레이션을 수행한다.

• 디지털융복합연구
• /
• 제20권2호
• /
• pp.345-351
• /
• 2022

단순 무방향 그래프 G 의 L(2,1)-coloring은 d(u,v)가 두 정점 사이의 거리일 때 두 가지 조건 (1) d(x,y) = 1 라면 |f(x)-f(y)|≥ 2, (2) d(x,y) = 2 라면 |f(x)-f(y)|≥ 1 을 만족하는 함수 f : V → [0,1,…,k]를 정의하는 것이다. 임의의 L(2,1)-coloring c 에 대하여 G 의 c-span 은 λ(c)=max{|c(u)-c(v)|| u,v∈V} 이며, L(2,1)-coloring number 인 λ(G)는 모든 가능한 c 에 대하여 λ(G) = min{λ(c)} 로 정의된다. 본 논문에서는 Harary의 정리에 기반하여 지름이 2인 그래프에 대하여 여그래프에 해밀턴 경로의 존재여부를 Tabu Search를 사용해 판단하고 이를 통해 λ(G)가 n(=|V|)과 같음을 분석한다.