• Computers and Concrete
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• 제22권2호
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• pp.209-220
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• 2018

In order to evaluate the effect of hybrid fibers on the flexural performance of tunnel segment at room temperature, twelve reinforced self-consolidating concrete (SCC) symmetric inclination beams containing steel fiber, macro polypropylene fiber, micro polypropylene fiber, and their hybridizations were studied under combined loading of flexure and axial compression. The results indicate that the addition of mono steel fiber and hybrid fibers can enhance the ultimate bearing capacity and cracking behavior of tested beams. These improvements can be further enhanced along with increasing the content of steel fiber and macro PP fiber, but reduced with the increase of the reinforcement ratio of beams. The hybrid effect of steel fiber and macro PP fiber was the most obvious. However, the addition of micro PP fibers led to a degradation to the flexural performance of reinforced beams at room temperature. Meanwhile, the hybrid use of steel fiber and micro polypropylene fiber didn't present an obvious improvement to SCC beams. Compared to micro polypropylene fiber, the macro polypropylene fiber plays a more prominent role on affecting the structural behavior of SCC beams. A calculation method for ultimate bearing capacity of flexural SCC symmetric inclination beams at room temperature by taking appropriate effect of hybrid fibers into consideration was proposed. The prediction results using the proposed model are compared with the experimental data in this study and other literature. The results indicate that the proposed model can estimate the ultimate bearing capacity of SCC symmetric inclination beams containing hybrid fibers subjected to combined action of flexure and axial compression at room temperature.

• 콘크리트학회논문집
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• 제29권1호
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• pp.101-107
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• 2017

본 연구는 시멘트계 재료의 프랙탈 특성에 관한 기초적 연구로써, 고로슬래그 미분말 혼입 시멘트 페이스트의 공극 구조를 수은압입법을 이용하여 측정하였고, 측정된 결과를 프랙탈 모델에 적용하여 그 특성을 분석하였다. 분석 결과, 고로슬래그미분말 혼입 시멘트 페이스트의 공극 구조는 그 범위가 나노미터부터 밀리미터 단위까지 다양하게 분포하는 불규칙한 조직이기 때문에, 전체 영역에 대한 프랙탈 차원을 산정했을 때 각 공극 영역의 특성을 반영할 수 없다. 따라서 프랙탈 차원 산정 시 공극 영역을 나누어서 분석하였다. Zhang and Li (1995) model을 적용했을 때, 시멘트와 GGBFS의 수화반응 결과 생성된 C-S-H 내의 gel pores 및 small capillary pores에 해당하는 micro 영역과 large capillary pores에 해당하는 macro 영역에서 각각 프랙탈 특성이 나타나는 결과를 보였다. 또한 macro 영역보다 micro 영역의 공극 표면이 더 불규칙한 형상을 나타내었다. Ji et al. (1997) model을 적용할 경우, micro 영역이 C-S-H 내의 gel pores에 해당하는 micro I과 small capillary pores에 해당하는 micro II로 구분되었으며, 각각의 프랙탈 특성이 산정되었다. 또한 Zhang and Li (1995) model을 결과와 유사하게, macro, micro II, micro I의 순서대로 공극 크기가 작아질수록 VFD 결과 값이 감소하였으며, 이는 곧 공극의 복잡성이 증가함을 나타낸다.

• 대한전자공학회논문지SD
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• 제44권9호
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• pp.10-17
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• 2007

기존의 트랜지스터 기반의 논리 연산자를 비휘발성 소자인 MTJ(Magnetic Tunneling Junction)로 대체하는 자기논리(magneto-logic) 회로는 그동안 기억 소자 분야에만 국한되어온 MTJ를 스핀전자공학 분야의 새로운 응용으로 논리 회로까지 확장하여 적용 가능하게 한다. 자기논리 회로는 회로 면적 면에서 우수하고 전원이 꺼져도 정보를 유지할 수 있는 장점을 가지고 있다. 또한, 불(Boolean) 연산을 수행함에 있어서 유연성을 보여, 단순히 입력을 바꾸는 것만으로도 한 MTJ 소자로 모든 논리 연산자를 구현 가능하게 한다. 이로써 물리적으로 완성된 회로 내에서, 재구성 가능한 자기논리 회로를 설계할 수 있다. 본 논문에서는 종래의 다층 입력 구조의 MTJ에 비해, 공정이 간단하고, 보다 유연한 함수 구현 능력을 갖는 단층 입력 구조의 새로운 MTJ 소자를 제안하며, 그 예로, 4비트 그레이 카운터를 설계하여 그 동작을 이전 논문에서 제안된 바 있는 macro-model을 보완 적용하여 검증하였다.

• International Journal of CAD/CAM
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• 제5권1호
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• pp.69-81
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• 2005

As collaborative design and configuration design gain increasing importance in product development, it becomes essential to exchange parametric CAD models among participants. Parametric CAD models can be represented and exchanged in the form of a macro file or a part file that contains the modeling history of a product. The modeling history of a parametric CAD model contains feature specifications and each feature has selection information that records the name of the referenced topological entities. Translating this selection information requires solving the problems of how to identify the referenced topological entities of a feature (persistent naming problem) and how to convert the selection information into the format of the receiving CAD system (naming mapping problem). The present paper introduces the problem of exchanging parametric CAD models and proposes a solution to naming mapping.

• 한국시스템다이내믹스연구
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• 제10권1호
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• pp.5-32
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• 2009

This paper revisited the key advances on System Dynamics modeling about traditional macro-economic models and economic growth structures, and then tries to elaborate a new model based on the endogenous growth theory that incorporates new growth factors, relevant to knowledge/technology as well as the Environment, into traditional growth models. Accordingly, the new model augments the acceleration and multiplier loops and the balancing ones representing market clearing mechanism with a simple numerical example. The authors thus provides macroeconomic System Dynamics analysts with a milestone to model macro-economic structures reflecting on traditional and cutting-edge theories on sustainable economic growth and general equilibrium modeling.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.207-210
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• 2005

The objective of this research is to evaluate of seismic performance for reinforced concrete bridge piers with lap splices of longitudinal reinforcement steels using predict of nonlinear hysteric behavior. For the purpose, analytical trilinear hysteretic model has been used to simulate the force displacement hysteretic curve of RC bridge piers under repeated reversal loads. The moment capacity and corresponding curvature in the plastic hinge have been determined, and the enhanced hysteretic behavior model by five different kinds of branches has been proposed for modeling the stiffness variation of RC section under cyclic loading. The strength and stiffness degradation index are introduced to compute the hysteretic curve vary confinement steel ratio. In addition, the modified curvature factor has been introduced to forecast of seismic performance of longitudinal steel lap spliced and retrofitted specimens.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1993년도 하계학술대회 논문집 B
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• pp.715-717
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• 1993

Resonant Inverter is analyzed by means of widely available software such a SPICE. In this paper, macro-model of RDCLI is used which is based on converter switch function rather than actual circuit configuration. Computer memory and nm time are greatly reduced compared to micro-model by using macro-model. System overall performance including control strategy and harmonic characteristics can be analyzed easily. This method is suited for stead state analysis and transition analysis at system level.

• 한국CDE학회논문집
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• 제11권3호
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• pp.164-171
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• 2006

As collaborative design and configuration design are of increasing importance in product development, it becomes essential to exchange the feature and parametric CAD models among participants. A history-based parametric method has been proposed and implemented. But each translator which exchanges the feature and parametric information tends to be heavy because to implement duplicated functions such as the identification of the selected geometries, mapping between features which have different attributes. Furthermore. because the history-based parametric translator uses the procedural model as the neutral format, which is the XML macro file, the history-based parametric translators need a geometric modeling kernel to generate an internal explicit geometric model. To ease the problem, we implemented a shared integration platform, the TransCAD. The TransCAD separates translators from the XML macro files. The translators for various CAD systems need to communicate with only the TransCAD. To support the communication with the TransCAD, we exposed the functions of the TransCAD by using the Automation APIs, which is developed by Microsoft. The Automation APIs of the TransCAD consist of the part modeling functions, the data extraction functions, and the utility functions. Each translator uses these functions to translate a parametric CAD model from the sending CAD system into the XML format, or from the in format into the model of the receiving CAD system This paper introduces what the TransCAD is and how it works for the exchange of the feature and parametric models.

• 전산구조공학
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• 제36권2호
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• pp.19-23
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• 2023

• Steel and Composite Structures
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• 제20권3호
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• pp.719-729
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• 2016

There are great needs of simple but reliable mechanical nonlinear behavior analysis and performance evaluation method for frames constructed by steel and concrete composite beams or columns when the structures subjected extreme loads, such as earthquake loads. This paper describes an approach of simplified macro-modelling for composite frames consisting of steel-concrete composite beams and CFST columns, and presents the performance evaluation procedure based on the pushover nonlinear analysis results. A four-story two-bay composite frame underground is selected as a study case. The establishment of the macro-model of the composite frame is guided by the characterization of nonlinear behaviors of composite structural members. Pushover analysis is conducted to obtain the lateral force versus top displacement curve of the overall structure. The identification method of damage degree of composite frames has been proposed. The damage evolution and development of this composite frame in case study has been analyzed. The failure mode of this composite frame is estimated as that the bottom CFST columns damage substantially resulting in the failure of the bottom story. Finally, the seismic performance of the composite frame with high strength steel is analyzed and compared with the frame with ordinary strength steel, and the result shows that the employment of high strength steel in the steel tube of CFST columns and steel beam of composite beams benefits the lateral resistance and elasticity resuming performance of composite frames.