• 대한수학교육학회지:학교수학
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• 제18권3호
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• pp.441-455
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• 2016

수학 학습이 구체물이나 친숙한 상황을 다양하게 제시해주는 것으로부터 시작되어야 한다는 입장은 CSA(Concrete-Semiconcrete-Abstract)라는 이름으로 잘 알려져 있다. 이에 비하여 최근 Kaminski 등의 연구는, 다양한 맥락을 가진 구체물로 수학적 개념을 학습하는 것보다 추상적인 개념을 먼저 학습하는 것이 지식의 전이 측면에서 효과적일 수 있음을 주장한다. 본고에서는 이러한 상반된 관점을 고려하여, 구체물, 반구체물, 추상적 개념의 지도순서를 다르게 적용한 수업을 분석하고 그 교육적 시사점을 확인하고자 하였다. 연구 결과 구체물로 시작하여 개념을 도입한 수업은 수학에 대한 긍정적인 태도를 가지게 한 것으로 보였으나 그 효과가 지속적이지는 않았으며, 성취도 면에서도 유의미한 차이를 보이지 않았고, 오히려 구체물이 가지는 과도한 구체성으로 인해 오류를 보이는 경우가 관찰되었다. 이러한 오류는 반구체물로 개념을 도입한 수업에서는 발견되지 않았는데, 이는 비본질적 요소가 사상된 반구체물이 추상적인 개념 학습에 효율적으로 사용될 수 있음을 시사한다.

• 한국정보처리학회논문지
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• 제4권3호
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• pp.731-746
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• 1997

객체 지향 패러다임의 확산으로 인하여 소프트웨어 개발을 위한 객체 모델의 사용이 일반화되고 있다. 소프트웨어 요구사항의 분석 및 설계 결과로 생성되는 객체 모델은 소프트웨어의 구현 시에 많은 도움이 된다. 특히 작성된 객체 모델이 구체적인 경우에는 자동적인 원시 코드의 생성도 가능하다. 따라서 시스템 분석기나 설계자는 분석 단계 단계 초반기의 추상적인 객체 모델을 정제함으로써 구체적인 객체 모델을 유도하기 위해 많은 시간을 투입해야 한다. 그러나 추상적 객체 모델을 구체적 모델로 정제하는 과정은주 로 설계자의 비정형적인 경험에 의하여 이루어지는 것이 현실이다. 본 논문에서는 OMT(Object Modeling Technique)의 객체 모델을 대상으로 추상적 모델의 구체화 기법을 논한다. 따라서 본문에서 제시되는 주된 내용은 객체 모델의 추상화 정도에 대한 정희와 모델 의 변환 규칙에 대한 것이다. 이 변환 규칙은 정보 통신 서비스 개발 프로세스 모형화 개발 지원 도구의 일부분은 프로세스 모델러(Process Moedeler)의 설계시에 적용되고 있 으며 그 결과로 C++ 코드로 변환하기 쉬운 구체적 객체 모델을 얻을 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.1261-1266
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• 2000

In the impact echo method, a stress pulse is introduced into an object at on accessible surface by a transmitter. The pulse propagates into the test object and is reflected by flaws or interfaces. In this paper, void and crack locations of concrete specimens were detected using impact echo method. In their modal identification procedures, the double least squares solution for Ibrahim Time Domain technique was used.

• 한국건축시공학회지
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• 제8권5호
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• pp.43-51
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• 2008

This study examines shear capacity performance and structural characteristics of reinforced concrete beam using carbon fiber sheet(CFS), g)ass fiber sheet(GFS), glass fiber steel plate(GSP) and carbon fiber bar CB) which are reinforcing materials for reinforced concrete beam in order to produce similar condition to repair and reinforce actual structure and aims to provide data available In designing and constructing reinforced concrete structures under the structural damage. This study obtains the following conclusions. After considering the shear experiment results. it was indicated that the CB reinforced test object was the best in the shear capacity improvement and ductility capacity as it was contained in the concrete and was all operated, Also, GFS reinforced test object indicated the reduced flexural capacity but good shear capacity. GSP reinforced test object had bigger reinforcing strength than other reinforcing test objects. On the other hand, it showed the lowest reinforcement effect as compared section thickness of reinforced material because it showed the bigger relativity a section thickness of reinforced material. If the adherence to the concrete is improved, it will seem to show bigger reinforcement effect.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.257-262
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• 1997

Reinforced concrete structures built on the seashore or in seawater are damaged from saltwater which cause to accelerate corrosion of reinforcing steel in concrete. Therefore, Corrosion of steel reinforcement of concrete structures become more and more serious, and prediction of service lives of concrete structures considering steel corrosion is needed much more. this research is to investigate basic physical properties of various corrosion inhibitors and to evaluate their corrosion resistance in concrete. The object of this study is develop appropriate corrosion protection systems so as to enhance the durability of concrete.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.1215-1222
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• 2005

The object of this thesis is an study on detailing for concrete reinforcement and analytical study for seismic behavior of underground reinforced concrete box structures using the established seismic analytical method. Using the established seismic analytical method that has been presented in various documents seismic behavior of buried reinforce concrete box structures is compared. From the comparsion, it is shown that feasibility and detailing detailng for concrete reinforcement and seismic method for seismic analysis of buried reinforced concrete box structures.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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• pp.352-361
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• 1998

The post-processing modules are parts of an integrated system for reinforced concrete structures. This modules are composed of two modules: member design module and calculation report module. The purpose of this paper is to develope modules that increase efficiency and usefulness of an integrated system used reinforced concrete structures design. The development of post-processing modules is necessary for user to design reinforced concrete structures conveniently and quickly. This modules are connected with central database for the benefit of storing amount of input/output data and being used system with little effort. Post-processing modules used Object-Oriented concepts and techniques include identity, classification, polymorphism, and inheritance. Member design module automatically converts no good members into satisfied members by changing section size or reinforcement bar arrangement. This module can be operated both independent member design modules with user input and a part of integrated system with database input. If user operates member design module, calculation report module is created automatically.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.447-454
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• 1998

The main object of the study is that axial force-moment relationships for high strength concrete structures using reliability theory(Linear statstical method, Monte Carlo Simulation) including probability conception. And mean stress factors and centroid factors proposed to high strength concrete structures using reliability theory(Linear statstical method, Monte Carlo Simulation). Finally, The established experimental data for axial force-moment relationships are compared to the analytical data(data for Linear statstical method and Monte Carlo Simulation) for axial force-moment relationships in this analytical method.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.500-506
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• 1997

The main object of the study is that axial force-moment relationships for high strength concrete structures using reliability theory probability conception. And mean stress factors and centroid factors proposed to high strength concrete structures using reliability theory. Finally, the established experimental data for axial force-moment relationships are compared to the analytical data for the axial force-moment relationships in this analytical method.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.791-796
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• 1997

Deterioration of pavements or tunnels primarily from the existence of voids under the pavements or tunnel linings. To detect these voids effectively by non-destructive testes, a method using radar was proposed. In this research, the detection of shape of voids by radar image processing is investigate. The experiments and simulation were conducted to detect voids in or under concrete pavements for tunnel linings) with reinforcing bars. From the results, the fundamental algorithm for tracing the voids, improving the horizontal resolution of the object image and detecting shape of objects, was verified.