• Title/Summary/Keyword: 신설

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Elementary School Teachers' Perception of New Informatics Subject according to Computing Competency

  • Mi-Young Ryu;Seon Kwan Han
    • Journal of the Korea Society of Computer and Information
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    • v.28 no.11
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    • pp.245-252
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    • 2023
  • In this study, we analyzed elementary school teachers' perception and method of establishing a new subject according to their computing competency. First, we developed a survey on the need to establish a new elementary school informatics. We also collected data from 166 elementary school teachers. As a result of the analysis, opinions differed on the establishment of information subjects depending on teachers' computing competencies. Teachers also showed differences in the characteristics of their subjects, number of class hours, and methods of organizing classes. As the results, we found that in order to establish a new information subject, a plan must be prepared to raise awareness and the need for informatics subjects among teachers who have low computing compency or no major in computer-related fields. We hope that many elementary school teachers will recognize the necessity and importance of establishing a new information subject.

A Study on the trend of change in the number of elementary school students in Korea (우리나라 초등학교 학생수 변화 패턴에 대한 조사 연구)

  • Yoon, Yong-Gi;Choi, Ki-Seok
    • The Journal of Sustainable Design and Educational Environment Research
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    • v.20 no.2
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    • pp.1-10
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    • 2021
  • The results of research and analysis are as follows: First, there were 108 types of change patterns in the number of elementary school students. Second, based on the similarity of 108 types of change patterns in the number of students, a type system diagram was presented. Third, in the case of a total of 18 types of change patterns in the number of students, the number of students decreased significantly due to the establishment of additional schools on top of the existing schools. The result of a a long-term survey and analysis on the trend of increase and decrease in the number of students across the country shows an urgent need todevelop policy tasks across the entire school accommodation plan, such as the establishment of differentiated schools suitable for regional characteristics, relocation, consolidation, reorganization of school districts, remodeling, and appropriatization projects.

Analysis of Traffic Characteristics and Crowded Degree in Light Rail Transit using Smart Card Data (in case of Ui-Line) (교통카드데이터를 이용한 경량전철 통행특성 및 열차 혼잡도 분석 (우이-신설선 사례를 중심으로))

  • Cho, Hyerim;Park, Soon Yong;Kwon, Min-ji
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2019.11a
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    • pp.9-10
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    • 2019
  • 서울시 첫 번째 경전철인 우이신설선은 2017년 9월 개통 이후 대중교통 불모지인 서울 동북부지역의 중요한 교통축을 담당하고 있다. 일평균 약 8만 명이 이용하는 우이신설선은 통행시간의 획기적인 개선과 지역 활성화에 기여하는 등 긍정적 효과가 있으나 개통 2주년이 지난 현재 출퇴근시 혼잡도 문제가 심화되는 등 대시민 서비스 측면에서의 쟁점도 제기되고 있다. 본 논문은 우이신설선 사례를 기반으로 서울시 경량전철 통행특성을 분석하고 첨두시 혼잡원인을 파악하여 계획단계부터 혼잡도를 고려한 시설설계 개선방안 등을 제시하였다. 통행특성 및 혼잡원인 분석은 우이신설선을 통과하는 개별 카드데이터를 활용하였으며, 더 나아가 카드데이터의 특성을 고려한 열차 내 혼잡도 산정 알고리즘을 연구·개발하였다.

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A Study on the Area of Reinforcement in the Cross Tunnel by Laboratory Model Test (실내모형실험을 통한 교차터널의 보강영역에 관한 연구)

  • Jung, Hyuk Sang;Hong, Jong Ouk;Baeg, Seung In;Chun, Byung Sik
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.4C
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    • pp.129-137
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    • 2012
  • With the increase in infrastructure needs and tunnel construction, more complicated geometries have come to light, especially in cross tunnel design and construction. The major factors to influence existing tunnels are spacing between tunnels, relative position, size of the new tunnel, construction techniques, topographic and geologic conditions, structure, and alternative construction. In this study, settlement from an excavation for a new tunnel near an existing tunnel, settlement from a change in position of the new tunnel relative to an existing tunnel, and the distribution of deformations of the existing tunnel as a result of excavating the cross-location are analyzed through laboratory model tests. As the results, in condition of the new tunnels go through below the existing tunnel, not only analysed through the standard of the diameter of the tunnel, so it would need to set up to strengthen the field within each side of the 1D, but also determined the part of the cross in the existing and the new tunnel, should implement the reinforcement from the part of new tunnel to the existing tunneling influence of excavation.

Effects of Tunnel Construction on an Existing Tunnel Lining (터널 근접시공이 기존터널 라이닝에 미치는 영향에 관한 연구)

  • Yoo, Chung-Sik;Song, Ah-Ran
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.8 no.4
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    • pp.307-324
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    • 2006
  • Effects of new tunnel construction on an existing tunnel are investigated in this paper. A parametric study was conducted on a number of conditions in terms of relative location of the new tunnel to the existing tunnel using 2D and 3D finite element models. The results indicated that the new tunnel construction imposes most severe effect on the existing tunnel's lining when located below the existing tunnel's springline for cases in which the new tunnel is constructed parallel to the existing tunnel. It is also revealed that the effect to the new tunnel construction is larger when the new tunnel is constructed under the existing tunnel than above for cases in which the new tunnel is crossed with the existing tunnel. Practical implications of the finding are discussed.

An Analysis on the seismic Performance of Additional Shear-Wall Construction for the Remodeling of Shear-Wall Type Apartment Buildings (벽식구조 아파트 리모델링을 위한 전단벽 신설공법의 내진성능 분석)

  • Hong, Geon-Ho;Jung, Woo-Kyung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.1
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    • pp.153-162
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    • 2007
  • The purpose of this study is to suggest structural design guidelines in additional shear-wall construction method for apartment remodeling with understanding the effects of the position, length and thickness of the additional walls. The slab-wall frames under seismic loads are analyzed using effective beam width model, which can practically evaluate the structural performance of existing building system. According to the results, proper design guidelines of additional shear-wall construction method(position, length and thickness) is suggested to get the required seismic performance.

The economic evaluation for the congestion Obliteration by Installation of transmission line (송전선로 신설로 인한 혼잡해소에 대한 경제성 평가)

  • Choy, Young-Do;Seo, Chul-Soo;Yoon, Gi-Gab;Park, Sang-Ho;Kim, Chang-Woo;Shin, Je-Seok;Kim, Jin-O
    • Proceedings of the KIEE Conference
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    • 2011.07a
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    • pp.428-429
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    • 2011
  • 전력 수요가 기하급수적으로 증가함에 따라 발전설비들의 신설의 필요성뿐 아니라 효율적인 전력수송 및 배분을 위한 송전설비의 신설의 필요성 또한 높아지고 있다. 이에 송전설비의 신설에 대한 계획 단계에서 건설비용뿐 아니라 운영비용에 대한 경제적 효과를 고려하여야 한다. 경제적인 운영비용의 평가를 수행하기 위하여, PSS/E 최적조류계산(OPF)을 활용하여 제약비용, 혼잡비용, 손실비용을 산정하는 명확한 절차를 제시한다.

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법령과 고시 - 건설산업기본법 개정, 6월 30일부터 시행 - 부당특약금지 등 하도급자 보호규정 신설 등 협회 건의내용 반영 -

  • 대한설비건설협회
    • 월간 기계설비
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    • s.235
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    • pp.34-37
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    • 2010
  • "건설산업기본법"(법률 제9875호, 2009.12.29)이 개정 공포됨에 따라 $\triangle$하도급자의 계약상 이익을 제한하는 부당특약금지 규정 신설 $\triangle$하도급대금의 발주자 직접지급 의무대상 확대 $\triangle$지급기일 위반 시 과태료 부과규정 신설 등 하도급자의 보호규정이 새롭게 신설됐다. 대한설비건설협회는 그동안 회원사가 하도급계약 시 각종 부당특약과 불공정 하도급행위로 인해 경영상 많은 어려움을 겪음에 따라 국토해양부를 비롯한 관련부처에 부당특약과 불공정하도급행위 근절을 위한 제도개선을 지속적으로 건의한 결과 이번 건산법 개정안에 이같은 내용이 반영됐다. 이번에 개정된 건산법은 오는 6월 30일부터 적용되며, 주요 내용은 다음과 같다.

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Effect of New Tunnelling on the Behaviour of Grouped Pile and Adjacent Tunnel (신설 터널굴착이 지중 군말뚝 및 인접 터널의 거동에 미치는 영향 연구)

  • Kim, Su Bin;Oh, Dong-Wook;Cho, Hyeon Jun;Lee, Yong-Joo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.4
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    • pp.509-517
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    • 2022
  • The demand for underground infrastructures such as tunnels is expanding due to rapid urbanization. Tunnels in urban areas are usually constructed adjacent to structures supported by piles. Therefore, a proper understanding of pile-tunnel interaction due to tunnel excavation activities is vital. Thus, in this study, a numerical analysis is conducted to analyze pile settlements, ground surface settlements and shear deformations above an existing tunnel subject to the presence of an adjacent tunnelling, with vertical offsets, the number of piles and the pile spacing considered as variables in the analysis. The results show that the vertical offsets between the tunnel crown and the pile tip generatelarger settlement than the pile spacing. In addition, the vertical offset shows an inversely proportional relationship to the shear deformation due to new tunnelling.

포장과 법률 - 기구 및 용기.포장의 기준 및 규격 일부개정고시

  • 식품의약품안전청
    • The monthly packaging world
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    • s.223
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    • pp.97-117
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    • 2011
  • 식품의약품안전청은 유아용 젖병의 사전안전관리를 위하여 유아용 젖병 제조 시 비스페놀 A의 사용금지 규정을 신설하고, 국제기준과의 조화를 통한 기구 및 용기 포장의 안전확보를 위하여 기구 및 용기 포장 제조시에 사용되는 원료유래 유해물질에 대한 안전기준 신설하고자 기구 및 용기 포장의 기준 및 규격 중 일부를 개정고시했다. 본 고에서는 주요 내용과 함께 신구조문을 비교해 살펴보도록 한다.

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