• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1631-1638
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• 2007

In this paper, a modeling for the dynamic behavior of a train vehicle is suggested for the prediction of the braking characteristics. In the dynamic modeling, effects of the primary and secondary suspension elements are considered and interactions between two vehicles are also estimated. This study can offer some fundamental results for a further research to enhance the braking performance using active braking control.

• 한국산학기술학회논문지
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• 제16권12호
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• pp.8262-8273
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• 2015

빠른 기술 변화와 시장 불확실성으로 대표되는 동적 환경 하에서 시장 선도 기업들이 지속적인 경쟁 우위와 혁신에 성공하기 위한 요인은 산업계와 학계 공동의 중요한 관심사이다. 자원기반이론에서 발전한 동태적 역량관점이 이러한 경쟁 우위에 대한 설명으로 주목받고 있지만, 개념적 합의와 세부 구성요소들에 대한 체계화된 연구가 부족한 실정이다. 본 연구에서는 동태적 역량에 대한 포괄적인 개념 모델을 도출하기 위해, 체계적 문헌 분석을 실시했으며, 키워드 기반의 문헌 탐색을 통해 238개 관련 문헌을 수집하고, 본 연구의 목적에 적합한 59개의 문헌을 최종 선택해서 동태적 역량의 핵심 요소들을 분석했다. 각 문헌으로부터 도출된 동태적 역량의 세부 항목들은 sensing, seizing, reconfiguring 단계에서의 조직 학습 역량과 전략적 선택 역량으로 분류할 수 있었다. 또한, 탐색적 연구에서 도출한 개념 연구 프레임워크를 바탕으로 선도 기업들의 경쟁 우위 원천을 분석함으로써, 향후 실증 분석을 위한 토대를 마련할 수 있었다.

• 한국전자거래학회지
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• 제14권4호
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• pp.149-166
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• 2009

웹 서비스 기술의 급속한 발전과 더불어 동일한 기능의 서비스를 제공하는 웹 서비스 제공자들 또한 많이 증가 하였다. 따라서 동일한 기능을 제공하는 웹 서비스의 품질 정보는 서비스 매치메이킹에 중요한 고려 요소가 되었고, 웹 서비스의 품질 정보를 고려한 다양한 매치메이킹 시도가 있었다. 그러나 대부분 일반적인 웹 서비스 품질 정보를 반영하는데 그치고 각 서비스별로 다른 특징을 가지는 품질 정보는 고려하지 못하였다. 본 논문에서는 RSS 기법을 이용하여 동적으로 QoS를 반영하는 웹 서비스 매치메이킹 방법을 제안한다. 이를 위해 먼저 다양한 QoS 요소를 분류하고, 확장 가능한 QoS 모델에 대해 기술한다. 또한 제공된 QoS 요소들을 활용한 매치메이킹 기법에 대해 설명하고, RSS 기술을 이용하여 동적으로 사용자 제공 QoS를 추가하는 방법과 그 결과 매치메이킹 처리의 정확도를 높이는 방법을 소개한다. 끝으로 본 논문에서 제안한 방법을 구현하고 실험을 통해 그 유용성을 보였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 춘계학술대회논문집
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• pp.220-225
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• 2001

Asymmetric beams cause complicated vibration phenomena due to the inherent bending-torsion coupled vibration. In this paper, an exact dynamic element matrix for the bending-torsion coupled vibration of asymmetric beam is derived. An application of the derived exact dynamic element matrix is demonstrated by an illustrative example, wherein the natural frequencies by the proposed modeling method are compared with those available in the literature. Another numerical example is also illustrated which deals with a general beam with joints. The numerical study shows that the exact dynamic element model is useful for the dynamic analysis of asymmetric bending-torsion coupled beams.

• Structural Engineering and Mechanics
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• 제7권1호
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• pp.81-94
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• 1999

The dynamic analysis of trusses using the finite element method tends to overlook the effect of local member dynamic behavior on the overall response of the complete structure. This is due to the fact that the lateral inertias of the members are omitted from the global inertia terms in the structure mass matrix. In this paper a condensed dynamic stiffness matrix is formulated and used to calculate the exact dynamic properties of trusses without the need to increase the model size. In the examples the limitations of current solutions are presented together with the exact results obtained from the proposed method.

• 한국정밀공학회지
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• 제20권7호
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• pp.201-207
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• 2003

Sensitivity analysis of suspension elements of an articulated bogie for light railway vehicles is presented. The ride, stability and safety are used as dynamic performance indices. Suspension elements of 10 and a conicity of wheel are used as design variables. To analyze sensitivity of design variables. the railway vehicle dynamics analysis program AGEM is used. The results show that the secondary suspension elements have a strong effect on ride and the primary suspension elements have a moderate effect on ride. Conicity of wheel has a strong effect on the stability. The safety is not effected by all the design variables.

• Steel and Composite Structures
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• 제13권1호
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• pp.1-13
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• 2012

In this study, a new structural bracing system named 'Hat Knee Bracing' (HKB) is presented. In this structural system, a special form of diagonal braces, which is connected to the knee elements instead of beam-column joints, is investigated. The diagonal elements provide lateral stiffness during moderate earthquakes. However the knee elements, which is a fuse-like component, is designed to have one plastic joint in the knee elements for dissipation of the energy caused by strong earthquake. First, a suitable shape for brace and knee elements is proposed through elastic studying of the system and several practical parameters are established. Afterward, by developing applicable and highly accurate models in Drain-2DX, the inelastic behavior of the system is carefully considered. In addition, with inelastic study of the new bracing system and comparison with the prevalent Knee Bracing Frame system (KBF model) in nonlinear static and dynamic analysis, the seismic behavior of the new bracing system is reasonably evaluated.

• 대한기계학회논문집A
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• 제24권9호
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• pp.2334-2343
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• 2000

This paper proposes an efficient beam-shell modeling technique for the free vibration analysis of a T-joint thin-walled beam structure. Except a small portion of a T-joint which is modeled by shell elements, the structure is modeled by thin-walled beam elements that can describe warping and distortion. In order to match the shell and thin-walled beam elements at the interface of the dissimilar elements, a technique based on a pseudo inverse matrix is formulated. This paper also examines the role of the thin-walled element taking into account the distortion and warping deformation degrees of freedom in predicting accurately the dynamic characteristics of a T-joint thin-walled structure.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1998년도 추계학술대회 논문집
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• pp.421-428
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• 1998

Sensitivity analysis of suspension elements of an articulated bogie for light railway vehicles is presented. The ride, stability and safety are used as dynamic performance index. Suspension elements of 10 and a conicity of wheel are used as design variables, To analyze sensitivity of design variables, the railway vehicle dynamics analysis program AGEM is used. The results shows that the secondary suspension elements have a strong effect on ride and the primary suspension elements have a moderate effect on ride. Conicity of wheel has a strong effect on the stability, The safety is not effected by all the design variables.

• Structural Engineering and Mechanics
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• 제85권2호
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• pp.207-216
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• 2023

Three time-discontinuous Galerkin quadrature element methods (TDGQEMs) are developed for structural dynamic problems. The weak-form time-discontinuous Galerkin (TDG) statements, which are capable of capturing possible displacement and/or velocity discontinuities, are employed to formulate the three types of quadrature elements, i.e., single-field, single-field/least-squares and two-field. Gauss-Lobatto quadrature rule and the differential quadrature analog are used to turn the weak-form TDG statements into a system of algebraic equations. The stability, accuracy and numerical dissipation and dispersion properties of the formulated elements are examined. It is found that all the elements are unconditionally stable, the order of accuracy is equal to two times the element order minus one or two times the element order, and the high-order elements possess desired high numerical dissipation in the high-frequency domain and low numerical dissipation and dispersion in the low-frequency domain. Three fundamental numerical examples are investigated to demonstrate the effectiveness and high accuracy of the elements, as compared with the commonly used time integration schemes.