• Journal of Electrical Engineering and information Science
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• 제3권1호
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• pp.21-27
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• 1998

In this paper we apply routing algorithms in circuit switched networks to B-ISDN networks and investigate the performance. B-ISDN supports a wide range of services with hetrogeneous bandwidth requirements. We assume that the network supports D classes of traffic. It is modeled as a finite D dimensional Markov chain. A call is blocked on arrival if the required bandwidth is not available on the route. The shortest path routing, alternate routing and trunk reservation are considered for performance comparison. We also consider trunk reservation with restricted access control where the network reserves certain amount of bandwidths for one class of traffic that assumes a higher transmission priority. Through the method of successive iterations, we obtain the steady state equilibrium probabilities and call blocking probabilities for dynamic routing. The results can be used to design a B-ISDN network that improves network connection availability and efficiency while simultaneously reducing the network costs.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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• pp.233-240
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• 1999

A general procedure is presented here to develope seismic design and analysis method for cable-supported bridges like suspension bridges subjected to ground motion. For representing a numerical model of suspension bridges. a new approach which satisfy design conditions for the initial equilibrium state of suspension bridges. without any nonlinear iterations. is proposed. The dynamic behavior of that model is verified by free vibration analysis. This study uses the response spectrum analysis to determine the Peak response of a suspension bridge to earthquake-induced ground motion. The SRSS(Square Root of Sum of Square). modal combination rule, is adopted for each direction, longitudinal and transverse. To illustrate the potential applicability for the seismic design of suspension bridges, a numerical example is presented in which the dynamic response of the Nam-hae suspension bridge subjected to earthquake

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.2769-2774
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• 2007

In vacuum ejector-diffuser systems where a finite volume secondary chamber is used, the secondary jet exhibits transient characteristics during start-up. A steady state is achieved after some time in which mass entrainment prevails indefinitely inside the ejector, though there is no flow from the secondary chamber. An attempt is made in this work to study the infinite entrainment of secondary jet into the primary jet from a finite secondary chamber, with the help of a computational fluid dynamics method. The present study is also intended to identify the operating range of vacuum ejector-diffuser systems where the steady flow assumption can be applied without uncertainty. The results obtained show that the only condition in which an infinite mass entrainment is possible is the generation of a re-circulation zone near the primary nozzle exit. The flow in the secondary chamber attains a state of dynamic equilibrium at this point. Steady flow assumption is valid only after this point.

• 대한기계학회논문집A
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• 제26권10호
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• pp.1953-1960
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• 2002

The viscoplasticity theory based on overstress, one of the unified state variable theories, is generalized to model zero (no influence of loading rate) and negative (flow stress decreases with loading rate) as well as positive (flow stress increases with loading rate) rate sensitivity in a consistent way. On the basis of the long-time asymptotic solution the different types of rate sensitivity are classified with respect to an augmentation function that is introduced in the evolution law fur a state variable equilibrium stress. The theory predicts normal relaxation and creep behaviors even if unusual rate sensitivity is modeled. The constitutive model fir the behavior of a modified 9Cr-1 Mo steel at various temperatures is then compared with experimental data found in the literature.

• Geomechanics and Engineering
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• 제12권1호
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• pp.161-183
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• 2017

This paper investigates the damage identification of the concrete pile element through axial wave propagation technique using computational and experimental studies. Now-a-days, concrete pile foundations are often common in all engineering structures and their safety is significant for preventing the failure. Damage detection and estimation in a sub-structure is challenging as the visual picture of the sub-structure and its condition is not well known and the state of the structure or foundation can be inferred only through its static and dynamic response. The concept of wave propagation involves dynamic impedance and whenever a wave encounters a changing impedance (due to loss of stiffness), a reflecting wave is generated with the total strain energy forked as reflected as well as refracted portions. Among many frequency domain methods, the Spectral Finite Element method (SFEM) has been found suitable for analysis of wave propagation in real engineering structures as the formulation is based on dynamic equilibrium under harmonic steady state excitation. The feasibility of the axial wave propagation technique is studied through numerical simulations using Elementary rod theory and higher order Love rod theory under SFEM and ABAQUS dynamic explicit analysis with experimental validation exercise. Towards simulating the damage scenario in a pile element, dis-continuity (impedance mismatch) is induced by varying its cross-sectional area along its length. Both experimental and computational investigations are performed under pulse-echo and pitch-catch configuration methods. Analytical and experimental results are in good agreement.

• 한국추진공학회지
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• 제2권1호
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• pp.13-20
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• 1998

다목적으로 활용할 수 있는 터보축엔진의 개발을 위한 정상상태 및 동적모사 프로그램을 개발하였다. 개발비, 개발시간, 개발위험도의 절감을 위해 가스발생기 부분은 성능이 잘 알려진 기존의 터어보제트 엔진을 활용하였으며 수명연장을 위해 터빈재질을 교체하고, Larson-Miller 곡선을 이용하여 약 3000hr 이상의 수명을 확보하기 위한 최대회전속도와 최대 터빈입구온도를 결정하였다. 추가되는 동력터어빈의 구성품 성능선도는 압축기 터어빈의 성능선도를 축척하여 사용하였다. 정상상태 성능해석에는 유량 및 일평형 방정식을 이용하였으며, 가스발생기와 동력터빈의 공회전 상태에서부터 최대 회전속도까지 동력터빈은 10% 간격, 가스발생기는 5%RPM 간격으로 해석하였다. 동적모사시에는 일정유량평형방법(Constant Flow Method : CMF)을 이용하였으며, 급 가속의 상황을 가정하고 연료유량이 Step 증가하도록 Scheduling 하였다. 이 때 터빈 입구온도에 오버슈트가 발생하여 제한온도를 초과하는 것을 확인할 수 있었다.

• 자원환경지질
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• 제56권4호
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• pp.435-445
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• 2023

삼각주는 하천이 운반하던 퇴적물이 호수나 바다, 하천의 본류와 같은 상대적으로 저 에너지의 환경을 만나 쌓인 퇴적 지형이다. 그 중 하천의 합류 지역에 생긴 삼각주는 하천 기하와 수리학적 특성에 큰 영향을 줄 수 있기 때문에 하천 관리 및 연구에서 중요하게 다루어진다. 최근 낙동강 내 대규모 준설과 보 건설로 하천 합류 지역의 평형상태가 깨지고 있다. 하지만 하천의 자연 회복성으로 인한 지속적인 퇴적으로, 인위적인 준설 이전의 자연상태로 되돌아가고 있다. 시계열 관측 결과 합류 지역의 삼각주는 준설 이후 지속적으로 성장하다가, 일정 크기에 도달하면 전반적인 크기의 변화없이 소규모의 성장과 후퇴를 반복하는 동적 평형상태에 이른다. 본 연구에서는 합류 지역 삼각주가 지류의 유사량과 본류의 유량에 따라 체결된 동적 평형 상태에 도달한다는 가정을 바탕으로 합류 지역의 퇴적-침식 작용을 설명하는 모델을 개발하였다. 모델은 지류 공급 퇴적물의 퇴적과 본류로 인한 침식 작용, 두 가지 기작을 토대로 한다. 모델에 사용된 낙동강을 대표하는 침식 계수는 낙동강 내 주된 합류 지역을 이용하여 추정했다. 개발된 모델을 이용하여 지류 유사량과 본류 유량에 따른 합류 지역 삼각주 평형 위치의 민감도 분석을 수행했고, 이후 주된 합류 지역의 연평균 유량, 유사량 데이터를 활용하여 낙동강 합류부 삼각주들의 동적 평형 위치를 예측하였다. 마지막으로 감천-낙동강에 기록된 일별 유량과 유사량 데이터를 활용하여 감천-낙동강 삼각주의 발달에 대한 모의 실험을 진행하였다. 모델을 통해 각 합류부 삼각주의 형성 여부를 예측하였고, 감천-낙동강 삼각주의 거동의 경향 또한 잘 예측하였지만, 단순화 과정에서 발생한 오차와 한계로 인해 감천-낙동강 삼각주에서 실제 발생하는 후퇴를 정확히 예측하지는 못하였다. 본 연구 결과는 합류 지역을 통한 낙동강 본류의 유사 공급량에 대한 기초 정보를 제공하여 하천 정비 및 유지에 기초 모델로 사용할 수 있다.

• Journal of Korean Society for Atmospheric Environment
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• 제21권E3호
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• pp.75-85
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• 2005

A mathematical sensitivity analysis of the flow-through dynamic flux chamber technique, which has been utilized usually for various trace gas flux measurement from soil and water surface, was performed in an effort to provide physical and mathematical understandings of parameters essential for the NO flux calculation. The mass balance equation including chemical reactions was analytically solved for the soil NO flux under the steady state condition. The equilibrium concentration inside the chamber, $C_{eq}$, was found to be determined mainly by the balance between the soil flux and dilution of the gas concentration inside the chamber by introducing the ambient air. Surface deposition NO occurs inside the chamber when the $C_{eq}$ is greater than the ambient NO concentration ($C_{0}$) introducing to the chamber; NO emission from the soil occurs when the $C_{eq}$ is less than the ambient NO concentration. A sensitivity analysis of the significance of the chemical reactions of NO with the reactive species (i.e. $HO_{2},/CH_{3}O_{2},/O_{3}$) on the NO flux from soils was performed. The result of the analysis suggests that the NO flux calculated in the absence of chemical reactions and wall loss could be in error ranges from 40 to $85\%$ to the total flux.

• 한국컴퓨터정보학회논문지
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• 제7권4호
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• pp.204-210
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• 2002

자기조직화 지도(self-organizing feature map)는 학습시 수렴하기 위하여 많은 입력패턴을 필요로 하는 단점이 있다. 본 논문에서는 자기조직화 지도 학습시 학습률이 일정한 이웃 상호작용 집합을 동적 가우시안 함수로 변환하여 수렴속도와 수렴도를 개선할 수 있는 방법을 제안한다. 제안한 방법은 이웃 상호작용 함수로 사용된 가우시안 함수의 편차와 폭을 학습 회수에 따라 감소하는 동적 성질과 승자 뉴런으로부터의 위상학적 위치에 따라 각기 다른 학습률을 갖도록 하였다. 따라서 본 논문에서는 자기조직화 지도의 수렴속도와 수렴도를 향상시켰다.

• 한국해양공학회지
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• 제23권2호
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• pp.1-7
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• 2009

This paper presents a sliding mode controller based on Ackermann's formula and applies it to stabilizing a two-wheeled mobile inverted pendulum in equilibrium. The mobile inverted pendulum is a system with an inverted pendulum on a mobile cart. The dynamic modeling of the mobile inverted pendulum was established under the assumptions of a cart with no slip and a pendulum with only planar motion. The proposed sliding mode controller was based upon a class of nonlinear systems whose nonlinear part of the modeling can be linearly parameterized. The sliding surface was obtained in an explicit form using Ackermann's formula, and then a control law was designed from reachability conditions and made the sliding surface attractive to the equilibrium state of the mobile inverted pendulum. The proposed controller was implemented in a Microchip PIC16F877 micro-controller. The developed overall control system is described. The simulation and experimental results are presented to show the effectiveness of the modeling and controller.