• 대한교통학회지
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• 제20권1호
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• pp.101-110
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• 2002

본 연구는 통행배분 모형과 네트워크 로딩의 일반적인 원리 및 그 관계를 규명하고. 시간을 고려한 네트워크 로딩방법 즉, 동적네트워크 로딩 방법을 소개한다. 우선 본 연구에서는, 동적 네트워크 로딩을 올바로 구현하기 위해 인과성 (causality), FIFO(First-In-First-Out), 교통량전파(flow propagation), 교통류보존(flow conservation) 등의 조건이 만족되어야 함을 제기한다. 그리고, 구체적인 동적 네트워크 로딩 방법을 알고리즘 형식으로 설명하였으며, 이후 링크 비용함수로써 결정적 대기행렬모형을 도입하여 가상 네트워크 속에서 동적 네트워크 로딩이 어떻게 이루어지는지를 수치적으로 보여준다.

• Wind and Structures
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• 제13권4호
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• pp.327-346
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• 2010

During the past decade, many electrical transmission tower structures have failed during downburst events. This study is a part of a research program aimed to understand the behaviour of transmission lines under such localized wind events. The present study focuses on the assessment of the dynamic behaviour of the line conductors under downburst loading. A non-linear numerical model, accounting for large deformations and the effect of pretension loading, is developed and used to predict the natural frequencies and mode shapes of conductors at various loading stages. A turbulence signal is extracted from a set of full-scale data. It is added to the mean component of the downburst wind field previously evaluated from a CFD analysis. Dynamic analysis is performed using various downburst configurations. The study reveals that the response is affected by the background component, while the resonant component turns to be negligible due large aerodynamic damping of the conductors.

• Structural Engineering and Mechanics
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• 제2권1호
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• pp.95-112
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• 1994

This paper describes the formulation and application of a dynamic model for a conventional rail track subjected to arbitary loading functions that simulate wheel/rail impact forces. The rail track is idealized as a periodic elastically coupled beam system resting on a Winkler foundation. Modal parameters of the track structure are first obtained from the natural vibration characteristics of the beam system, which is discretized into a periodic assembly of a specially-constructed track element and a single beam element characterized by their exact dynamic stiffness matrices. An equivalent frequency-dependent spring coefficient representing the resilient, flexural and inertial characteristics of the rail support components is introduced to reduce the degrees of freedom of the track element. The forced vibration equations of motion of the track subjected to a series of loading functions are then formulated by using beam bending theories and are reduced to second order ordinary differential equations through the use of mode summation with non-proportional modal damping. Numerical examples for the dynamic responses of a typical track are presented, and the solutions resulting from different rail/tie beam theories are compared.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1995년도 가을 학술발표회 논문집
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• pp.366-371
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• 1995

it is extremely difficult to perform the dynamic experiments with full-scale specimens. For this reason, small-scale structural models offer an attractive means to peform dynamic loading experiments. The purpose of this reserch is to estabilish the reliance for modeling techniques of small-scale specimens subjected to dynamic cyclic loading. This research focused on the similitude requirements for reinforced concrete frame structures subjected to dynamic cyclic loading. Length scale ratio of specimens were 1:2:4, and six specimens were tested at the frequencies of 0.0025Hz~2.0Hz. It was confirmed that modeling techniques based on the similitude requirements were useful method to evaluate the behavior of full-size R/C structures subjected to earthquake type loading.

• Journal of Welding and Joining
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• 제21권6호
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• pp.55-63
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• 2003

Welded joint generally has heterogeneity of strength, material, and fracture toughness and it is important to understand the characteristics of material strength and fracture of welded joint considering heterogeneous effect. Characteristics of strength and fracture of an undermatched joint under dynamic loading was studied by round-bar tension tests and thermal elastic-plastic analyses in this paper. The strength and fracture of the undermatched joints should be evaluated based on the effects of the strain rate and the temperature including temperature rise during the dynamic loading. The differences of fracture characteristics like such as ductile-to-brittle transition behavior are well precisely explained from the stress-strain distribution obtained by numerical analysis.

• 정보저장시스템학회논문집
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• 제2권2호
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• pp.144-149
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• 2006

Dynamic L/UL(Load/Unload) system has many merits. but it may happen an undesirable collision during the dynamic loading process. In this paper, the dynamics of negative pressure pico-slider was investigated through numerical simulation during the loading process. A simplified L/UL model for the suspension system has been presented and a simulation code has been developed to analyze the motion of the slider. A slider design has been simulated at various disk rotating speeds, skew angles of slider. We can decrease the possibility of collision and smoothen the loading process for a given slider-suspension design by selection an optimal rpm and pre-skew angle.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 2001년도 제33회 춘계학술대회 개최
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• pp.218-223
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• 2001

Many research of elastohydrodynamic lubrication (EHL) has been performed under the condition of steady state loding. However, mechanical elements undergo severe high loads that are fluctuating in general. Conventional numerical method for the circular contact of EHL study has a difficulty in converging the film pressure and thickness especially in high load of steady state. In this work, multigrid multilevel method expels the convergence problem under the condition of high load and very stable convergence is obtained under the dynamic loading condition over 1.0GPa. Several results of dynamic loading condition are shown and compared with those of steady state condition.

• 한국구조물진단유지관리공학회 논문집
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• 제8권2호
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• pp.231-238
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• 2004

R/C교량에서 진행성 균열과 과도한 처짐에 의한 휨 내력의 저하는 차량하중에 의한 동적 반복하중으로부터 발생한다. 이러한 사실은 정적인 단조증가 하중 재하실험으로부터 획득한 자료의 동적 반복하중에서의 확인과 평가의 필요성을 제기한다. 따라서, 본 연구는 CFS로 보강된 R/C보를 단조증가하중 재하실험과 반복하중 재하실험을 동시에 수행하였다. 동적 반복하중 재하실험에 의하여, 단조증가하중 재하실험에 의한 결과의 타당성 및 적합성을 확인하고 반복하중에 의한 모멘트-곡률, 휨 강도의 감소, 균열 및 파괴 특성 등을 평가하였다.

• 한국콘텐츠학회논문지
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• 제3권2호
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• pp.39-45
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• 2003

자바의 동적인 클래스 로딩은 자바 플랫폼에서 실행시간에 소프트웨어 컴포넌트를 동적으로 로딩하기 위한 강력한 메커니즘이다. 다른 시스템에서도 동적 로딩과 링킹을 제공하지만 지연 로딩, 타입안전 링크, 사용자 정의 로딩정책, 다중 이름 공간 등은 자바가 가진 중요한 특징들이다. 클래스 로딩에서 핵심은 타입 안전을 보장하는 것이다. 타입 안전은 자바 보안에서 아주 중요한 부분을 차지한다. 하지만 자바 가상 머신에서 타입 안전에 대한 메커니즘은 매우 복잡하고, 접근이 명확하지 않아서 지금 까지 많은 버그가 발생하여 타입 안전에 문제가 되었다. 본 논문은 자바 가상 머신에서 동적인 클래스 로더의 동작을 분석하고, 연산적 의미론(operational semantics)으로 추상화하고 현재 로드되어진 클래스와 추가된 제한 등을 이용하여 이전에 제시되었던 타입 안전에 대한 문제를 분석한다.

• 한국정밀공학회지
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• 제20권11호
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• pp.158-165
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• 2003

A specific experimental method, the Split Hopkinson pressure bar (SHPB) technique has been widely used to determine the dynamic material properties under the impact compressive loading conditions with strain rate of the order of 10$^3$/s∼l0$^4$/s. In this paper, dynamic deformation behaviors of rubber materials widely used for the isolation of vibration from structure under varying dynamic loading are determined by using plastic SHPB technique. A transition point to scope with the dynamic deformation behavior of rubber-like material is defined in this paper and used to characterize the specifics of the dynamic deformation of rubber materials.