• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1993년도 봄 학술발표회논문집
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• pp.61-68
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• 1993

A computer program for free vibration analysis of plane framed structures has been developed by object oriented programming technique using C" language. The object oriented programming concepts such as object, class, method and inheritance are represented. The static and free vibration analyses for framed structures were satisfactorily performed by this program which consists of TOP, VECTOR, MATRIX, STRU, GUI and other classes. Numerical test shows the validity and capability of the present study which can be expandable to develop a general purpose object oriented finite element analysis program of structures ,res ,

• 연구논문집
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• 통권33호
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• pp.53-65
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• 2003

Electrostatic micro-motors can be divided into three classes: (i) salient type side drive motor, (ii) radial gap type wobble motor, (iii) axial gap type wobble motor. The working mechanism, torque evaluation, fabrication, and operational characteristics of each micro motors are compared. It is proved that axial gap type wobble motor has the bigger generating torque than that of the other type. The gear ratio of wobble motors increases the driving torque at the cost of a decreasing angular speed and decreases the friction because of the rolling motion instead of sliding at the bearing. Techniques for characterizing micro-motors performance are presented.

• Steel and Composite Structures
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• 제7권3호
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• pp.185-200
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• 2007

Tubular construction is widely used in a range of civil and structural engineering applications. To date, the principal product range has comprised square, rectangular and circular hollow sections. However, hot-rolled structural steel elliptical hollow sections have been recently introduced and offer further choice to engineers and architects. Currently though, a lack of fundamental structural performance data and verified structural design guidance is inhibiting uptake. Of fundamental importance to structural metallic design is the concept of cross-section classification. This paper proposes slenderness parameters and a system of cross-section classification limits for elliptical hollow sections, developed on the basis of laboratory tests and numerical simulations. Four classes of cross-sections, namely Class 1 to 4 have been defined with limiting slenderness values. For the special case of elliptical hollow sections with an aspect ratio of unity, consistency with the slenderness limits for circular hollow sections in Eurocode 3 has been achieved. The proposed system of cross-section classification underpins the development of further design guidance for elliptical hollow sections.

• 인터넷정보학회논문지
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• 제9권5호
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• pp.85-97
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• 2008

최근 서비스 지향 시스템이 시스템 기능적 단위인 서비스들을 재사용함으로 해서 개발 시간과 노력을 줄이는 특성 때문에 더욱 중요하게 부각되고 있다. 서비스의 재사용은 서비스들 간의 느슨한 결합에 의하여 효과적으로 이루어질 수 있고 서비스의 느슨한 결합은 컴포넌트 기반 시스템에 의존된다. 즉, 컴포넌트 기반 시스템은 클래스 간의 상호 의존이 강한 클래스들을 그룹화 하여 도출하고 서비스 지향 시스템의 서비스는 컴포넌트 기반 시스템에 의존되어 설계된다. 따라서 효율적인 컴포넌트 기반 시스템 및 서비스 지향 시스템 설계를 위해서는 클래스 간의 결합도를 좀 더 정확히 측정할 수 있는 메트릭이 요구된다. 본 논문에서, 우리는 클래스 간의 구조적 특성, 동적 특성 그리고 미 사이로 정규화된 값을 적용한 클래스 간의 결합 척도를 제안한다. 우리는 Briand이 제안한 공리에 의해서 제안된 메트릭이 이론적으로 타당함을 증명하고 사례 연구를 통하여 정확성과 실용성을 제시한다. 우리는 기존 메트릭스와의 비교 분석을 통해서 제안된 메트릭의 평가 결과를 제시한다.

• 한국과학교육학회지
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• 제38권1호
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• pp.69-85
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• 2018

본 연구의 목적은 논변 중심 과학 수업에서 교사의 반응적 발화가 학생들의 논변 활동에 어떠한 영향을 미치는지 수업 사례를 탐색함으로써 반응적 교수 실행 전략을 제안하는 것이다. 논변 수업의 경험이 없는 중학교 교사 2명과 학생 57명이 연구에 참여하였으며 '자극과 반응' 단원을 중심으로 논변 활동 중심의 과학 수업이 이루어졌다. 모든 수업과 인터뷰는 녹화, 녹음 후 전사하여 주요 분석 자료로 활용하였다. 근거 이론에 따라 두 교사의 반응적 발화를 유형화하여 논변의 구조적 대화적 측면으로 범주화하였으며, 이를 토대로 교사의 반응적 교수 실행이 드러난 수업 사례를 중심으로 질적 분석을 수행하였다. 연구 결과 두 교사는 논변의 대화적 측면 보다는 구조적 측면에 주로 반응하였는데, 특히 전체 논의 보다는 소집단 활동에서 이러한 양상이 두드러졌다. 이는 한 명의 교사가 짧은 시간 내에 여러 소집단에 개입해야 하는 교실의 상황과 논변 활동의 구조적 측면에 주된 목표를 둔 교사의 인식이 주요 요인이었다. 논변의 구조적 측면에 대한 교사의 반응적 발화 중 학생의 사고를 탐색하거나 추론을 촉진하는 발화는 학생들이 자신의 사고를 드러내고 수업의 목표를 인식하며 추론의 책임을 갖고 스스로 사고해 나가도록 지원하였다. 논변의 대화적 측면에 대한 교사의 반응적 발화는 주로 5차시 수업의 전체 논의에서 다수 나타났는데 소집단 간 논변의 차이를 명확히 보여준 수업 과제가 대화적 상호작용 촉진의 기회를 제공하였다. 이때 교사의 논변 간 공통점과 차이점을 부각시키는 발화, 소집단의 논변을 학급 전체에 발표하게 하는 발화, 특정한 학생을 지목하여 논변을 검증하고 평가하게 한 발화들은 소집단 간 논변의 차이를 명확히 드러내게 하여 소집단 간 검증과 반박을 이끌었고, 서로 다른 주장을 담은 논변 간의 연결을 지속적으로 지원하며 대화적 상호작용을 촉진하였다. 이러한 결과를 바탕으로 논변 활동에서 교사의 반응적 교수 실행을 위한 교수 전략을 제언하였다.

• 한국환경생태학회:학술대회논문집
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• 한국환경생태학회 2007년도 정기총회 및 학술논문발표회
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• pp.219-222
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• 2007

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.2679-2683
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• 2011

The purpose of this study is to develop automated structural design and analysis aided-program of aluminum extrusion carbody structures for railway vehicle. This developed program is possible to perform simultaneously structural design and design verification of aluminum extrusion profiles independent of expertise and experience of design engineers. Design engineers was able to design it using database of existing aluminum extrusion profiles or user-defined function. The design verification was programmed to evaluate its structural integrity according to Korean Railway Safety Law or Urban Transit Safety Law. Also, this program could automatically generate an executable file of various commercial finite element program and CAD files such as stp and iges by GUI environment applications using MFC(Microsoft Foundation Classes). In conclusion, it is expected to contribute to reduce product development time and improve product quality of aluminum extrusion profile and structures in railway industry.

• 한국생활과학회지
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• 제19권1호
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• pp.63-74
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• 2010

The purpose of the study was to examine the actual conditions of caregiver-infant ratios, group-room activity areas, evaluations of infant programs and caregiver-infant interactions based on structural and process indicators which are major factors of infant care. The subjects were 20 caregivers and 91 infants from 14 infant classes of 13 day care centers in Daejeon. An actual survey was conducted on caregiver-infant ratios and group-room activity areas, and teaching-learning plans for infants and daily schedules were gathered for the evaluation of infant programs. The caregiver-infant interactions were observed every one minute for a total of 20 minutes using Lee Wan Jeong's "Evaluation Measure of Caregiver-infant Interactions"(1999). The results of this study were as follows: First, caregiver-infant ratios ranged from 2.5 to 7 infants per caregiver, resulting in the difference of the number of infants. Second, the 14 classes for one-year-old infants were arranged in three different ways; 5 classrooms with distinctive activity areas, 2 without any divided areas and 7 containing a mix of partial activity areas. Third, in teaching-learning plans for infants, there were a large number of topics related to seasonal features and experiences while the fewest were about basic life habits. Fourth, in the caregiver-infant interactions, caregivers used more positive interactions and linguistic modeling than sensitive responses to infants and social interactions.

• Structural Engineering and Mechanics
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• 제60권6호
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• pp.953-977
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• 2016

Modern performance-based design methods require ways to determine the factual behavior of structures subjected to earthquakes. Drift ratio demands are important measures of structural and/or nonstructural damage of the structures in performance-based design. In this study, global drift ratio and interstory drift ratio demands, obtained by nonlinear time history analysis of three generic RC frames using code-compatible ground motion record sets, are statistically evaluated. Several ground motion record sets compatible with elastic design spectra defined for the local soil classes in Turkish Earthquake Code are used for the analyses. Variation of the drift ratio demands obtained from ground motion records in the sets and difference between the mean of drift ratio demands calculated for ground motion sets are evaluated. The results of the study indicate that i) variation of maximum drift ratio demands in the sets were high; ii) different drift ratio demands are calculated using different ground motion record sets although they are compatible with the same design spectra; iii) the effect of variability due to random causes on the total variability of drift ratio demands is much larger than the effect of variability due to differences between the mean of ground motion record sets; iv) global and interstory drift ratio demands obtained for different ground motion record sets can be accepted as simply random samples of the same population at %95 confidence level. The results are valid for all the generic frames and local soil classes considered in this study.

• Geomechanics and Engineering
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• 제37권6호
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• pp.565-576
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• 2024

In this study, the earthquake risk assessment of single-story RC precast buildings in Turkey was carried out using loss curves. In this regard, Kocaeli, a seismically active city in the Marmara region, and this building class, which is preferred intensively, were considered. Quality and period parameters were defined based on structural and geometric properties. Depending on these parameters, nine main sub-classes were defined to represent the building stock in the region. First, considering the mean fragility curves and four different central damage ratio models, vulnerability curves for each sub-class were computed as a function of spectral acceleration. Then, probabilistic seismic hazard analyses were performed for stiff and soft soil conditions for different earthquake probabilities of exceedance in 50 years. In the last step, 90 loss curves were derived based on vulnerability and hazard results. Within the scope of the study, the comparative parametric evaluations for three different earthquake intensity levels showed that the structural damage ratio values for nine sub-classes changed significantly. In addition, the quality parameter was found to be more effective on a structure's damage state than the period parameter. It is evident that since loss curves allow direct loss ratio calculation for any hazard level without needing seismic hazard and damage analysis, they are considered essential tools in rapid earthquake risk estimation and mitigation initiatives.