• Proceedings of the Computational Structural Engineering Institute Conference
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• 2002.10a
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• pp.631-645
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• 2002

●정의 정척레일을 연속 용접하여 1개의 레일길이를 200m 이상으로 부설한 레일 ●장대레일화 - 차량 시동/제동하중에 의한 교축방향 수평력 작용 - 기존 : 수평력 배분을 위해 단순교로 시공(레일 이음매) - 현재 : 장대레일화 ● 장점 -유지보수비 절감 -승차감 향상(충격/소음 저감) -고속화 및 운행 안전성 향상 ●단점 -큰 레일 축력(파단/좌굴) -교량부, 급곡선부, 분기부 - 장대레일 종하중(하부구조) (중략)

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2001.11a
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• pp.331-336
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• 2001

경제규모의 증대와 사용부지의 제한으로 인하여 용접구조물들은 복합화, 대형화 추세에 있고, 이러한 경향에 따라 구조물에서 용접부가 차지하는 비중 역시 증가하고 있다. 용접과정을 통해 다양한 금속학적, 역학적 변화를 경험하게 되는 용접부는 대형 강 용접 구조물/설비의 건전성을 확보하기 위해서 가장 주의를 기울여야 하는 평가 대상 부위임에 분명하다.(중략)

• Proceedings of the Korea Contents Association Conference
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• 2016.05a
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• pp.83-84
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• 2016

본 연구는 안의삼동을 대상으로 19세기 관찬지리지와 관련 문헌에서 추출한 동천의 경관구조를 살펴본 결과 화림동 5개소, 심진동 9개소, 원학동 17개소가 확인되었으며, 동천 내 주요지점들은 각각 경구집합형, 경점연속형, 복합형 등의 경관구조 분포를 지님과 동시에 동천의 집합체로서 세거지와의 격리, 주머니 공간 형성을 통해 선계로서의 장소성을 부여하였다.

• School Mathematics
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• v.17 no.2
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• pp.203-222
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• 2015

This study analyzed the classroom discourse between teacher and students based on the Mehan(1979a)'s theory to examine the characteristics of the classroom discourse between teacher and students in high school statistics class. The results of this study on the structure of class showed that the statistics class in this study adopted knowledge transmission-oriented teacher-led class in which the framework of introductiondevelopment- arrangement, which is Mehan's basic 3 stages, is clearly represented. The results of examining I-R-E sequence showed that $I_T-R_T$ structure, in which the teacher asks questions and the teacher talks about the answer, frequently appeared. And the statistics class in this study was monological class in which students hardly participated. Through these results of this study, it was found that teacher should form the statistical context, in which students can participate in discourse, and build discourse learning community and induce argumentational discourse through metaprocess elicitation.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.2
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• pp.251-259
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• 2002

A new splicing technique by the secondary moment which is intentionally induced by the tensioning effect of continuous tendons and the releasing effect of temporary beam tendons was developed. The tensioning and releasing works are essential and the decisions of the magnitude and order about them may be important engineering problems in this technique. In this paper, it was studied lot the practically optimum procedure of the tensioning and releasing works. As the result, it is concluded that the gradual progress through the three stages is reasonable for the procedure and the tensioning work have to precede the releasing work. Additionally, the magnitude of preceding tensioning force should be obtained by the sensitivity analysis and the minimum limit is more critical than the minimum limit.

• Journal of the Korean Institute of Telematics and Electronics C
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• v.35C no.11
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• pp.76-88
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• 1998

While most of the research on reinforcement learning assumed a discrete control space, many of the real world control problems need to have continuous output. This can be achieved by using continuous mapping functions for the value and action functions of the reinforcement learning architecture. Two questions arise here however. One is what sort of function representation to use and the other is how to determine the amount of noise for search in action space. The ubiquitous neural network is used here to learn the value and policy functions. Next, the reinforcement predictor that is intended to predict the next reinforcement is introduced that also determines the amount of noise to add to the controller output. The proposed reinforcement learning architecture is found to have a sound on-line learning control performance especially at high-speed road following of high curvature road. Both computer simulation and actual experiments on a test vehicle have been performed and their efficiency and effectiveness has been verified.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.13 no.4
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• pp.417-425
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• 2000

This paper describes the application of discretized continuum-type optimality criteria(DCOC) and the development of optimum design program for the reinforced concrete continuous beams with rectangular cross-section. The cost of construction as objective function which includes the costs of concrete, reinforcing steel and formwork is minimized. The design constraints include limits on the maximum deflection, flexural and shear strengths, in addition to ductility requirements, and upper and lower bounds on design variables as stipulated by the design Code. Based on Kuhn-Tucker necessary conditions, the optimality criteria are explicitly derived in terms of the design variables-effective depth, and steel ratio. The self-weight of the beam is included in the equilibrium equation of the real system. An iterative procedure and computer program for updating the design variables are developed. Two numerical examples of reinforced concrete continuous beams are presented to show the applicability and efficiency of the DCOC-based technique.

• Computational Structural Engineering
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• v.10 no.2
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• pp.255-263
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• 1997

The optimum design of most structural systems used in practice requires considering design variables as discrete quantities. The present paper shows that the linear approximation method is very effective as a tool for the discrete optimum designs of unsymmetric composite laminates. The formulated design problem is subjected to a multiple in-plane loading condition due to shear and axial forces, bending and twisting moments, which is controlled by maximum strain criterion for each of the plys of a composite laminate. As an initial approach, the process of continuous variable optimization by FDM is required only once in operating discrete optimization. The nonlinear discrete optimization problem that has the discrete and continuous variables is transformed into the mixed integer programming problem by SLDP. In numerical examples, the discrete optimum solutions for the unsymmetric composite laminates consisted of six plys according to rotated stacking sequence were found, and then compared the results with the nonlinear branch and bound method to verify the efficiency of present method.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.709-709
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• 2012

보는 하천을 횡단하는 대표적인 수공구조물로써 수위를 유지하여 각종 용수의 취수 기능 및 주운 기능을 가지고 있다. 그러나 보를 설치할 경우 상류부의 유속이 점차 감소하여 유사 퇴적이 일어나며, 흐름 정체에 따른 수질 저하 및 수위 상승의 원인을 제공한다. 이러한 보의 단점을 개선하기 위해 래버린스 보에 대한 다양한 연구가 진행되고 있다. Hay 등(1970) 연구에 따르면 래버린스 보의 월류능력은 동일 수두 조건에서 선형 보보다 높은 특성을 가진다. 또한 Tsang(2000) 연구에 따르면 큰 유량 및 낮은 월류고 조건에서 폭기 효율이 뛰어난 것으로 나타났다. 박호상(2009) 연구에 따르면 경사형 마루 래버린스 보가 일반형 래버린스 보의 수심유지 범위보다 더 크며, 산소전달효율도 더 높은 것으로 나타났다. 그러나 기존 보에서 발생되는 유사퇴적 및 흐름정체 등의 문제는 여전히 존재하였다. 이와 관련하여 본 연구에서는 유사의 연속성을 유지하고 흐름의 정체를 해소하는 퇴적방지 구조를 구비한 래버린스 보(현대건설, 2011)를 제안하였다(그림 1, 2 참조). 본 연구에서는 퇴적방지 구조를 구비한 래버린스 보의 홍수안정성 및 유사연속성에 대한 효과를 3차원 수치모형(FLOW-3D)을 통해 분석하였다. 수치모의에 사용된 수로 연장은 9.25 m이고 폭은 0.82 m이며, 상류의 수심변화에 따라 수치모의를 수행하였다. 수치모의 결과 에너지 감세 효과와 상류의 수심을 유지하는 효과가 나타났다. 또한 이격된 벽체로 흐르는 유속에 의해 래버린스 보 내의 마찰속도가 증가하였다. 이러한 결과, 퇴적방지 구조를 구비한 래버린스 보가 홍수 안정성 및 유사배제에 효과가 있는 기술로써 가능성이 있는 것으로 판단된다. 향후, 수리모형실험을 통한 연구가 수행된다면 수리특성에 관한 기초자료를 통해 설계 인자가 도출될 수 있을 것이며 나아가 기술의 상용화에도 크게 기여할 수 있을 것이다.

• Polymer(Korea)
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• v.27 no.4
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• pp.313-322
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• 2003

The morphology of poly(ethylene terephthalate) (PET)/poly(m-xylene adipamide) (MXD-6) blends, which was prepared by adding compatibilizer and interchange reaction agent, was investigated. The morphological change in the stretched blend films was also studied. The stretched film showed a dispersed MXD-6 fibril. This fibril became finer with increasing draw ratio (DR). The addition of compatibilizer and interchange reaction agent had no effect on the improvement of interfacial adhesion but caused a defect between the continuous phase and the dispersed phase, leading to the formation of irregular fibril. The change in the superstructure of blends with composition and draw ratio was examined with light scattering (LS). The H$\sub$v/ LS patterns showed a double-cross type pattern consisting of a broad rod-like pattern and a sharp cross streak. On the basis of the model calculation of the H$\sub$v/ pattern, it was found that the appearance of the double-cross type pattern was attributed to the stacking of crystals oriented along the draw direction. The crystals were gradually oriented to the stretching direction with draw ratio. As a result, the high level of orientation was obtained fur the sample of draw ratio is 6.0.