• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2009.04a
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• pp.295-296
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• 2009

국내에 도입된 라인센서방식의 디지털항공카메라 ADS40영상을 활용하여 항공삼각측량을 수행하는데 있어 기준점의 수량 및 배치를 달리하여 성과를 분석한 결과는 모든 방법에서 국토지리정보원 항공사진측량작업내규에서 요구하는 정확도를 확보할 수 있었고, 기준점의 배치가 조밀하면 좀 더 양호한 성과를 확보할 수 있음을 확인했다.

• Journal of Korean Library and Information Science Society
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• v.55 no.1
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• pp.123-143
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• 2024

In this study, we analyzed the trends in staffing changes in academic libraries over the past ten years and surveyed staff working there to assess their perceptions of staffing levels and the current criteria for staffing allocation in academic libraries. We utilized statistical data from academic libraries to analyze staffing changes from 2014 to 2023. The survey was conducted through an online questionnaire targeting library staff, and responses from 216 respondents from 4-year universities and junior colleges were analyzed. The analysis of staffing changes revealed a decrease in the average number of employees in large 4-year universities and junior colleges, with a decrease in regular positions and an increase in non-regular positions. Survey results suggest causes such as declining school-age population and admissions quotas, budget shortages in universities, and structural adjustments. The perception of staff from 4-year universities and junior colleges regarding the criteria for staffing allocation was mainly negative, suggesting improvements such as increasing and refining criteria numbers, specifying standards for full-time librarians, clarifying criteria for compliance, and enhancing enforcement of standards. The results of this study can enhance understanding of staffing situations in academic libraries and serve as fundamental data for improving staffing criteria in the future, based on an understanding of librarians' perceptions on the ground.

• Proceedings of the Korea Information Processing Society Conference
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• 2007.05a
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• pp.1255-1258
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• 2007

이동센서 네트워크에서 관심영역 내로부터 최소의 노드 개수로 중복 없이 최대의 센싱 값을 얻기 위해서는 관심영역 내에 노드를 균일하게 그리고 이탈 없이 배치시키는 것이 중요하다. 기존 배치 알고리즘들은 관심영역 내 균일하지 못한 분포와 노드이탈 현상이 발생할 수 있으며 많은 에너지소모를 야기하는 부적절한 배치가 이루어질 수 있다. 본 연구에서는 이동 센서네트워크 환경에서 관심영역 내 노드를 균일하게 분포시키며 노드 이탈을 최소화하는 배치알고리즘을 제안한다. 관심영역에 대한 크기 정보를 바탕으로 노드가 이동하여 배치할 수 있는 방향을 여섯 방향으로 분할하여 각 단일 방향영역 파티션에 따라 배치에 필요한 최소 노드의 개수를 예측한다. 각 방향에 대한 파티션별 노드 집단들은 독립적으로 동시에 배치된다. 본 알고리즘은 중심 루트노드를 기준으로 시작하여 각 여섯 방향에 대하여 노드의 수를 미리 예측하고 배치되기 때문에 노드의 이탈을 최소화할 수 있으며 균일한 배치뿐만 아니라 배치시간 및 이동거리 단축시킬 수 있는 에너지 효율적인 배치알고리즘의 특성을 갖는다.

• Journal of Korean Library and Information Science Society
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• v.49 no.4
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• pp.1-20
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• 2018

Since 1988, the librarian standards prescribed in the "Enforcement Decree of the Library Act" have not been revised at all and they have many weaknesses and limitations. This study proposed revision of librarian standard and legislation based on legal and application issues. It is desirable to revise the structure of 1988 prospectively and to establish new standards for local representative library. In the case of basic personnel, it is desirable to have three librarians in all public libraries or considering the fact that the library's non-professional work is about 30-40%, it is also necessary to consider a plan consisting of two librarians (professional + para-professional) and one non-professional. The local representative library should apply the librarian standard of the public library serving a community of 300,000 people and establish a standard to add non-librarian equivalent to one-third of librarians. In the case of additional personnel, it is desirable for public libraries to increase one librarian whenever the service target population exceeds 10,000, and the local representative library to increase one librarian whenever the service target population exceeds 100,000. And each library needs to add a other full-time staff equivalent to one-third of the librarian.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.8 no.1
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• pp.15-22
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• 1990

The purpose of this study is to suggest possibility to analyze the three-dimensional positions of the whole surface of an object simultaneously and precisely by close-range photogrammetry. For this purpose, the geometry of network, namely imaging geometry and control configuration etc was considered, and then the whole surface of the object was analyzed by bundle adjustment through forma. lion of strip and block with which cover the whole surface of the object. As a result, we were able to prove possibility of the whole surface analysis of an object and to extract characteristics of accuracies in accordance with the number and configuration of control points. Also as desirable accuracies were able to be acquired even by employing configuration of only a few control point stationed on a limited surface, it is expected that the difficulties of control surveying will be able to be reduced considerably.

• Proceedings of the Safety Management and Science Conference
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• 2011.11a
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• pp.289-297
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• 2011

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.11 no.2
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• pp.67-76
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• 2012

In this study, we established objective appraisal standard by applying newly made appraisal standard to those areas equipped with the protection system targeted to the Mobility handicapped announced in this edition (issue 5, volume 9(Oct., 2010)) beyond simple evaluation related to protector satisfaction. Additionally, we achieved efficient budget execution by conducting the preliminary estimation assessment regarding those areas on which recognition devices should be newly deployed. Through the assessment of the system coordination, the maximum safety distance is proved to be 72.2m. On the basis of this result, we applied dangerous grade to the deployment of recognition devices considering both psychological and accidental risk. With this, we proposed valuation basis to enable us to do future business. Based on this assessment standard, the degree of risk is proved to decrease by 35.2% compared to before conducting the demonstration project in terms of evaluation of comprehensive risk regarding intended areas. Additionally, we confirmed the fact that the degree of risk can decrease by 33.1% totally after having recognition devices built according to the deployment standard within budget. Furthermore, comprehensive risk can decrease up to 94% compared to the level of the demonstration project even though we spend 21.9% less of the existing budget. Hence, we can say that the deployment method of recognition devices related to the degree of risk is applied efficiently in the near future in terms of controlling comprehensive risk and cutting down budget through this study.

• Proceedings of KOSOMES biannual meeting
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• 2017.11a
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• pp.139-139
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• 2017

• Journal of Korean Society for Geospatial Information Science
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• v.10 no.3 s.21
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• pp.29-40
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• 2002

In photogrammetry, the accuracy is analyzed by using the coordinate of the targeted position determined by the geometric principle, thus, the reliability depends on the accuracy of the coordinate of the targeted position. Thereby, geographic surveying is essential to perform such tasks, and it requires approximately $30{\sim}50%$ of total cost and times to produce a finalized map. The main purpose of this study is to determine the configuration of the disposition of minimum datum points and their configuration, which were determined by surveying values available through using the structure of block model based on the aerotriangulation. ortho projection image was produce and digital topographic map was achieved by the optima model(CASE7). We also performed comparative analysis about the result of local datum point and the accuracy of overlapping based on the surveying results. Consequently, it is possible to analyze the unknown position accurately with the optimal model., CASE 7, which is the minimum datum points configuration required to block adjustment. Furthermore, this optimal model, which provides the minimum datum points, results costs and time saving effects compared to the previous methodology.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.2
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• pp.327-335
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• 2018

In order to calculate the quality management cost of construction work, the process must conform to relevant laws and regulations. In details, the cost of the various items such as quality test fee and quality control activity cost are required to be calculated. Regarding the quality management costs, the labor cost is applied to the quality examination fee and the calculation unit quantity in the construction quality management duties. The application of the unit price of the labor cost stipulates that Construction Association of Korea and Korea Engineering & Consulting Association apply the unit price which is surveyed and published. However, in the related laws and regulations, the standard of the quality manager and quality tester is not clear. This accounts for the confusion in the cost of construction management and the cost of labor. In the current law, the allocation standard of quality control personnel is specified according to the size of the construction, but the standard of placement of quality testers is not specified. At the construction site, there is no assignment criteria manpower for quality testers except quality managers, or very little work is being done. The quality control personnel conducts the quality test work to be carried out by the quality tester, and this carrying out heavy work. Therefore, it is difficult to maintain quality control activities. In this study, the labor cost of quality management expenses and the allocation criteria of quality managers and quality testers are established and presented for the purpose of securing the quality of the construction work and preventing the construction work. It is stipulated that the standards of the relevant laws and regulations, which are not clear, should be classified into quality control personnel and quality testers according to the size of the construction. Based on the unit price of Korea Engineering & Consulting Association, the personnel expenses of quality managers and quality testers are proposed to apply the unit price of engineer (professional engineer, specialist, advanced, intermediate, beginner) and skilled technicians (advanced, intermediate, beginner).