• Journal of the Korea institute for structural maintenance and inspection
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• v.8 no.2
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• pp.137-145
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• 2004

The paper provides a methodology of identifying a substructure model when sectional and material properties of the structure are not the a priori information. In defining a substructure model, it is required that structural responses be consistent with the actual behavior of the part of the structure. Substructure model is identified by estimating boundary spring constants and stiffness properties of the substructure. Static and modal system identification methods have been applied using responses measured at limited locations within the substructure. Simulation studies for static and dynamic responses have been carried. The results and associated problems are discussed in the paper. The procedure has been also applied to an actual multi-span plate-girder Gerber-type bridge with dynamic responses obtained from a moving truck test and construction blasting vibrations.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.5
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• pp.519-525
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• 2010

The finite element (FE) method is generally used to model and simulate the physical behavior of large structures, such as passenger vehicles or aircraft. However, FE analysis involves a very large computation time and cost for developing the analysis model. Therefore, the vibration characteristics of large structural systems are often analyzed using the component mode synthesis (CMS) method, which is one of the substructure synthesis methods. In this study, the vibration characteristics of passenger vehicles are analyzed by using the substructure synthesis method. A passenger vehicle model, which includes a vehicle body, suspension systems, and a sub-frame, is presented. The physical components of the vehicle system are modeled as equivalent substructures using the Craig-Bampton method of CMS. The vibration characteristics, such as the natural frequencies and mode shapes and frequency response, of the vehicle system are determined. The effects of variations in some design parameters on the vibration characteristics of the full vehicle model are also investigated.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.23 no.2
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• pp.123-137
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• 2010

The hybrid structural experiment decomposes a structure into independent substructures that can be tested or simulated. The substructures being tested or simulated may be distributed at different facilities of different locations, and are managed by the simulation coordinator. There exist interactions among the simulation coordinator and the substructures since they give and receive the commands and feedbacks during the experimental process. These interactions are described in this paper for an example hybrid structural experiment using the classes and objects in the Lehigh Model which is one of the data models for structural experiments. The simulation coordinator and the substructures have the objects for the interaction data files, and are linked together through the same types of the interface links. The objects for the interactions presented in this paper can be implemented in a consistent way, and be used for developing the computer system for the hybrid structural experiments.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 1993.10a
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• pp.681-686
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• 1993

솔리드 모델의 새로운 분야인 복합다양체 모델을 지원하는 자료구조중 Radial-edge 자료구조 Vertex-Based 자료구조, 부분면 자료구조에 대하여, 각각의 위상요소들을 살펴보고 그들의 차이점을 비교 검토하였다. 그 결과 각 자료 구조들은 각각 독특한 장점을 갖고 있음을 알 수 있었다. 즉 Radial-edge 자료구조는 자료의 저장성 및 알고리즘의 복잡성 등에서 무난한 편이며, 부분면 자료구조는 자료 저장공간 측면에서 유리하고, Vertex-based 자료구조는 꼭지점에서의 복합다양체 상황 표현이 가장 명확히 됨을알수 있었다. 이와 같은 복합다양체를 지원하는 자료구조들의 특징과 차이점의 분석을 통하여 복합다양체 모델의 개발을 위한 기초를 마련하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1995.05b
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• pp.1005-1010
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• 1995

지반-구조물 상호작용해석에 부분구조법의 적용성 확인과 해석법의 개선을 모색하기 위하여, 대만 Hualien지방에 건설한 대형 내진시험 구조물의 뒷채움후 강제진동시험 결과를 부분구조법으로 예측하고 예측후상관해석을 수행하였다. 모델로서는 재료시험과 지반조사 결과로 작성된 통일모델과 예측후상관해석모델을 사용하였으며, 해석은 진동 수영역과 시간영역에서 각각 이루어졌다 연구 결과로 깊이 묻힌 구조물의 경우는 구조물이 묻힌 측면지반의 영향인 수평병진과 수평축회전의 연계 임피던스함수에 대한 적절한 평가와 해석시에 반드시 고려되어야함을 알 수 있었다.

• Journal of the Earthquake Engineering Society of Korea
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• v.14 no.6
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• pp.23-31
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• 2010

It is necessary to develop reliable but simple analytical models to predict the nonlinear response of reinforced concrete wall structures. In this study, experimental results on the cyclic reversed lateral behaviors of reinforced concrete shear wall assemblages are simulated analytically by using the wall, beam, and column models available in the PERFORM 3D program. Through the comparison of experimental and analytical results, the reliability and limitations of the analysis are evaluated. In addition, the information, which could not be obtained experimentally, such as the internal flow of force, the contribution of the flange walls, and the resisting mechanism of the walls with the contribution of the coupling beam, is provided.

• Proceeding of EDISON Challenge
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• 2015.03a
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• pp.124-131
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• 2015

단백질의 구조를 예측하기 위해서 구조가 알려져 있는 단백질 중 진화적으로 유사한 단백질의 구조 정보를 이용하는 Template Based Modeling (TBM) 방법이 현재까지 가장 효과적으로 많이 사용되고 있다. 단백질의 삼차 구조를 이루는 단위 중에서도 고리 부분은 효소 활성 부위 또는 리간드 결합 부위 등으로 작용하여 단백질의 생물학적 기능에 연관되어 있다. 하지만 진화적으로 가까운 단백질이어도 고리 부분은 서열이 잘 보존되지 않아 충분한 구조 정보를 주지 못하고 TBM 방법으로 고리 구조까지 정확히 예측을 할 수 없다. 따라서 TBM 방법으로 예측한 구조의 고리 부분을 주형 정보에 의존하지 않고 다시 예측하여 전체 구조를 정밀화하는 과정이 중요하다. 이번 연구에서는 이를 위해 자유 에너지를 고려한 고리 구조 예측 방법을 적용하여 그 효과를 검증해보았다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.13 no.4
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• pp.461-473
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• 2000

This paper deals with a numerical model for the time-dependent analysis of steel and concrete composite beams with partial shear connection. A linear partial interaction theory is adopted in formulation of structural slip behavior, and the effect of concrete creep and shrinkage are considered. The proposed model is effective in simulating the slip behavior, combined with concrete creep and shrinkage, of multi-span continuous composite beams. Finally, correlation studies and several parameter studies are conducted with the objective to establish the validity of the proposed model.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.2
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• pp.1-10
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• 1992

In this study, the 'Comb-structure' model which has been developed from truss analogy is modified in order to be applied to the shear analysis of partially prestressed concrete members. The proposed 'Comb-structure' model is modified so that the position, the slope of concrete compressive chord and the slope of concrete diagonal strut may change according to the magnitude of loads and prestress. For the proposed mechanical model, non-linear beam and truss elements are used. By modifying the 'Compression-Field' theory, the equation to determine the slope angle of concrete diagonal strut can be induced. The anaysis results by the proposed 'Comb-structure' model are compared with the experimental results and validity of model is examined. It shows that the the result of 'Comb-structure' analysis lies between that of the modified M$\ddot{o}$rsch theory and classical M$\ddot{o}$rsch theory, and close to the measured value after cracking. The deflection of the beam and the stress of stirrup show good agreement, so it can be concluded that the proposed 'Comb-structure' analysis model explains the shear behavior of partially prestressed concrte beams after crack initiation.

• Proceedings of the Korean Information Science Society Conference
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• 1999.10c
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• pp.427-429
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• 1999

멀티캐스트 통신환경을 이용하는 많은 응용들의 다양한 요구들을 효율적으로 관리하기 위해 제안된 통합관리모델인 IPME의 요소중 Agent 부분을 설계하고 구현한다. 제안된 IPME 구조를 기본으로, Manager-Agent-멀티캐스트 참여자의 구조에서 핵심적인 부분인 Agent 부분을 설계하고, 구현하여 멀티캐스트 환경에서의 여러 참여 송수신자들의 다양한 QoS요구들을 효율적으로 관리할 수 있게 한다. 마지막으로 구현된 Agent를 실제 멀티캐스트환경을 이용하는 화상회의 시스템에 적용하여 그 기능과 역할에 대한 타당성을 검증해 본다.