• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.72-77
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• 2006

유역특성조사는 지형도와 원격탐사자료 및 확인조사를 기초로 지리정보시스템(GIS)기법 등 최신기법을 도입하여 유역단위의 특성인자를 도출함으로서 이수 및 치수 등 수자원과 관련된 각종 분석의 기초자료 제공에 그 목적을 두고 있다. 기존의 유역특성 자료는 전유역을 대상으로 유역전반에 문헌을 통한 개괄적인 인용, 또는 수작업으로 중소하천의 유역특성인자를 파악함으로서, 일관성 및 정확도에 어느정도 한계를 내포하고 있다. 따라서, 중소하천 유역별(소유역별) 유역특성 파악 및 특성인자 변화를 확인할 수 있는 기초자료 구축을 위한 전면적인 조사가 필요하다. 본 연구에서는 전국유역조사 사업의 일환으로, 수자원단위지도를 기반으로 하여 DEM과 하천망도를 구축하였으며, 이를 활용하여 유역특성 및 하천특성 분석을 수행하였다.

• The Science & Technology
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• v.32 no.5 s.360
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• pp.84-85
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• 1999

대덕연구단지 내에 있는 기초과학지원연구소 생체고분자분석팀은 최근 세포운동을 측정할 수 있는 비디오 화상분석시스템의 자체개발에 성공했다. 88년 7명의 연구원으로 출발한 생체고분자연구팀은 현재 14명의 연구원들이 핵산ㆍ단백질ㆍ탄수화물의 1차 구조분석시스템, 형광분석시스템, 화상세포분석시스템 등을 관리ㆍ운영해오고 있다.

• Korean Journal of Social Welfare
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• v.59 no.1
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• pp.329-351
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• 2007

This study analyzes the changes in individual local government's social spending from 1995 to 2004 in South Korea. Using the pooled time-series and cross-sectional data of 226 basic-level local governments, the resulting analyses of an error correction model are very interesting: First, a rising local population led to an immediate increase in social spending; Secondly, local governments gradually increased social spending when the elderly ratio had been high, but the levels of social spending in the previous year and local economy related spending level had been low. Thirdly, there were no spending changes associated with local elections and partisan politics. Fourthly, both cooperative and competitive intergovernmental relations had the most significant effect on the social spending and reduced geographical disparities in the level of spending across localities. In conclusion, this study suggests that we establish a more comprehensive intergovernmental network which lead to territorial justice in social welfare.

• Journal of the Korean Geotechnical Society
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• v.23 no.5
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• pp.63-75
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• 2007

Piled raft is known to be an unfavorable foundation type in soft clay because foundation is associated with both excessive settlement and bearing capacity failure problems. Despite these reasons, in recent decades, an increasing number of structures have been constructed over soft clay area, piled raft concepts arouse interest as the foundation of structures on soft clay area becomes popular. This study described 3 dimensional behavior of piled raft on soft clay based on a numerical study using 3D finite element method. A series of numerical analyses were performed for a various pile lengths and the pile configurations on the raft were subjected to vertical uniform or point loading. Based on the results of the parametric study, comparisons were made among the effect of loading type, various pile length and configurations, and the load-settlement behavior and load sharing characteristics of piled raft were also evaluated. From the results, the characteristic of piled raft on soft clay was examined.

• Journal of The Korean Association of Information Education
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• v.20 no.5
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• pp.487-498
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• 2016

The Ministry of Education has serviced nationwide the diagnosis-supplement system for basic academic skills for elementary and middle schools since 2013. The purpose of this paper is to propose an improvement plans of the diagnosis-supplement system by analysing system utilization status, 2015 and requirements of teachers and experts. For this study, over three times the taking rates and achievement rates were analyzed and the interviews and consultations of teachers and professionals were also analyzed. In conclusion, we proposed the improvement plans of the diagnosis-supplement system for the each of teachers and students.

• 대한공업교육학회지
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• v.34 no.1
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• pp.196-209
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• 2009

The purpose of this study was to analyze engineering basic competencies about the time completed a course and educational needs of engineering college graduates. Survey method using questionnaire was the major research method of this study. A survey of 807 engineering college graduates was carried out. Questionnaire were made of the level of engineering basic competencies of engineering college graduates, its priorities of actual vocation and level of engineering basic competencies of major. Major results of the study, some recommendations for future researches were made as follows: The level of engineering basic competencies of engineering college graduates was 3.3 average(5 full marks). Engineering basic competencies that educational needs were high respectively, were an ability to communicate effectively, an ability to design a system, component, or process to meet desired needs, an ability to function on multi-disciplinary teams, an ability to understand global culture and cooperate internationally, an ability to design and conduct experiment as well as to analyze and interpret data, and an ability to engage in life-long learning.

• Geotechnical Engineering
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• v.1 no.2
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• pp.75-80
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• 1985

For the analysis of contineous building foundation, the conventional methods assume that subgrade reaction is uniform. But for more accurate analysis, the method considering variable distribution of subgrade reaction and the conventional methods were compared. Addithionally pontoon foundation to reduce the stress of foundation is introduced.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.4
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• pp.167-177
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• 1992

This study analyses theoretically the bearing capacity of shallow foundation, considering the effect of roughness of base. The new bearing capacity factors based on the concept of limit equlibrium are succesfully derived. The simplified formula corresponding to the newly derived expressions are developed as well. The results of the present study are comparable to the conventional theories i.e., Terzaghi's, Meyerhofs, Vesic's and Yamaguchi's. In conclusion it is recommended that the upper limit of friction angle of soil be ${\varphi}=40^{\circ}$, and the angle of base friction be adquetely used with various ranges of ${\varphi}$ for safe designs and constructions.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.5
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• pp.491-498
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• 2011

In this paper, extensive structural behavior and effects of design parameters of steel column-base plate connections under axial and lateral loads were investigated to improve structural details of CFT(Concrete Filled Steel Tube) pier foundation using commercial FE analysis program, ABAQUS. For this study, design criteria of pier foundation was analyzed and numerical study based on the experiment of previous study was conducted to verify analysis methods. The failure behavior and stress distribution of pier foundation were analyzed using the verified analysis method. Various design parameters(base plate, deformed bar, stiffness and sizes of column) were investigated to analyze effects of each design parameters in entire structure.

• Journal of the Earthquake Engineering Society of Korea
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• v.14 no.5
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• pp.23-31
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• 2010

In this study, a shaking table test was performed for the evaluation of the failure capacity of an anchor foundation system in the case of an aged condition. For the shaking table test, three kinds of specimens were manufactured as follows: 1) a non-damaged anchor; 2) a specimen with cracks running through the anchor; and 3) a specimen with cracks along the expected corn-shape fracture away from the anchor. A dynamic characteristic was determined through a measurement of the frequency response function (FRF), and the seismic capacity was evaluated by using a shaking table test. Failure capacities were calculated using an acceleration response and it was compared with the anchor design code.