• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.472-472
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• 2017

재해로 인한 피해가 급증함에 따라 이를 예방하기 위한 풍수해 피해예측의 필요성이 증가하였고 관련된 다양한 연구가 진행되고 있다. 타 부처 및 각 지자체에서는 각종 재해지도들을 작성하여 만들어진 재해지도는 작성 유형과 방법 등에 따라 다양한 데이터와 서로 다른 정보를 포함하고 있어 데이터 정보를 표준화 시키고 필요한 정보를 효율적으로 찾아 연계 활용하기 위하여 본 연구를 수행하고자 한다. 메타데이터란 데이터에 대한 정보를 의미하며 데이터 변화의 근원과 변화의 흐름을 말한다. 메타데이터 관련 표준으로는 ISO19115(국제표준), KSXISO19115(국가표준), TTAS.KO-10.0139(유통목록 표준), TTAS.IS-19115(관리용 표준)이 있다. 본 연구에서는 국제표준을 준용하여 풍수해 피해 예측지도의 체계적 관리를 위한 메타데이터 설계 및 관리 시스템 구축 방안을 제시하고자 하였다. 풍수해 피해예측지도 메타데이터 관리 시범 시스템 구축을 위한 표준, 정보의 특성, 사용자 수준 등을 고려하여 설계 기본방향 설정하였으며, 풍수해 피해예측지도 정보 메타데이터 표준안 수립에 반영하였다. 그 결과, 메타데이터 패키지는 총 9개의 섹션(클래스)으로 구성하여 정의하였고 하위개체를 설정 및 연계하여 메타데이터 개체셋 정보를 구성하였다. 풍수해 피해예측지도 메타데이터 관리 시범 시스템 설계 제시를 위해 DB항목 조사 및 도출, 데이터 연계 활용 모델 구축, 프로토타입 개발순으로 연구를 수행하였다. 또한 표출 대상 데이터 항목별 분류, 방재활용 단계, 지역구분 등을 주제로 데이터 Mapping 자료를 작성하였고, 설계 기본 방향에 의하여 설정된 기준으로 데이터 항목별 메타데이터 DB를 작성하여 풍수해 피해예측지도 메타데이터 관리 시범 시스템을 설계하였다. 본 연구 결과는 추후 풍수해 피해예측지도 표준 데이터 및 풍수해 피해예측지도 표준 데이터 모델 구축에 활용 가능하며 표준화 연계활용을 위한 연구에 기여할 것으로 판단된다.

• Proceedings of the Korean Society of Computer Information Conference
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• 2021.07a
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• pp.621-624
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• 2021

최근 빅데이터에 대한 관심이 높아지면서 분석을 위해 필요한 데이셋의 표준화에 대한 중요성이 강조되고 있다. 데이터 표준화를 위해서는 업무 처리에 필요한 모든 데이터의 명명 규칙을 규정하고 그 기준에 따라 표준 명칭을 부여하여야 한다. 본 연구에서는 사전을 기반으로 하는 항목명 표준화 시스템을 제안하였다. 제안한 시스템은 공개된 표준단어사전을 활용하여 유의어를 포함한 참조 사전을 구축하고 이를 기반으로 표준사전을 구축하여 표준 항목명을 제공한다. 기 구축된 데이터셋의 항목명을 입력하거나 사용자가 원하는 새로운 항목명을 입력하면 항목명 표준화 시스템은 표준화된 한글 항목명과 영문 항목명, 그리고 테이블 설계에 사용하는 영문 약어명을 출력한다. 본 연구에서 제안한 시스템을 테이블 설계에 활용하거나 기 구축된 데이터셋을 표준화하는데 적용하면 일관된 데이터 해석이나 관리가 가능할 것으로 기대된다.

• Geophysics and Geophysical Exploration
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• v.14 no.4
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• pp.274-281
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• 2011

We analysed ground motions form Mw 4.3 earthquake around Backryoung Island for the seismic source focal mechanism and horizontal response spectrum. Focal mechanism of the Backryoung Islands area was compared to existing principal stress orientation of the Korean Peninsula and horizontal response spectrum was also compared to those of the US NRC Regulatory Guide (1.60) and the Korean National Building Code. The ground motions of 3 stations, including vertical, radial, and tangential components for each station, were used for grid search method of moment tensor seismic source. The principal stress orientation from this study, ENE-WSW, is consistent fairly well with that of the Korean Peninsula. The horizontal response spectrum using 30 observed ground motions analysed and then were compared to both the seismic design response spectra (Reg Guide 1.60), applied to the domestic nuclear power plants, and the Korean Standard Design Response Spectrum for general structures and buildings (1997). Response spectrum of 30 horizontal ground motions were used for normalization with respect to the peak acceleration value of each ground motion. The results showed that the horizontal response spectrum revealed higher values for frequency bands above 3 Hz than Reg. Guide (1.60). The results were also compared to the Korean Standard Response Spectrum for the 3 different soil types and showed that the vertical response spectra revealed higher values for the frequency bands below 0.8 second than the Korean Standard Response Spectrum (SD soil condition). However, through the qualitative improvements and quantitative enhancement of the observed ground motions, the conservation of horizontal seismic design response spectrum should be considered more significantly for the higher frequency bands.

• Journal of Navigation and Port Research
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• v.33 no.6
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• pp.395-400
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• 2009

In order to prepare for the DGNSS recapitalization and implementation of the functions for software based reference station and integrity monitor (RSIM) system, this paper proposes a design of integrity monitor functions of maritime differential GPS RSIM. The most critical functions of the integrity monitor (IM) are to generate and send flags to the reference station (RS) along with system feedback. Firstly, it presents the architecture of software based RSIM, and analyzes the performance standard of integrity monitor for maritime DGPS reference station This paper then designs the functions of integrity monitor for DGPS reference station based on the performance standard. Finally, this paper presents the results of performance analysis for the functionality of integrity monitor using the GNSS simulator. it discusses the study method and its application for the system implementation.

• Journal of Advanced Navigation Technology
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• v.22 no.2
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• pp.84-89
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• 2018

Due to the development of domestic technology, a variety of aircraft launch weapons have been developed, and the importance of aircraft-store integration certification is increasing. The aircraft-Store integration certification is to certify compliance with the armaments/stores integration criteria set out in the Standard ACC and to prove that there is no problem with the safety flight. Therefore, it is necessary to reflect the requirements of the aircraft in the store development process to reduce the design change requirement in the compatibility verification stage. In this paper, the relationship between the Standards ACC, aircraft-store compatibility reference document MIL-HDBK-1763, and the development process of cruise guided weapons have been analyzed. As a result of the analysis, it was concluded that the design changes in the aircraft-store integration certification stage could be reduced if the aerodynamic and structural design requirements were reflected from the conceptual design stage.

• Journal of the Korean Society for Library and Information Science
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• v.50 no.1
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• pp.457-491
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• 2016

This study was performed to design a field training curriculum model linked to the National Competence Standards (NCS) in Library and Information Science majors by analyzing factors influencing satisfaction of the field practice program and by drawing NCS capacity units suitable as field training configuration factors. It was also conducted to give shape to the standards and guidelines of NCS-based field training curriculum. For this study, first, we analyzed the implementation status of the National Competence Standards (NCS), particularly in Library and Information Science major. Second, we derived influencing factors of the field practice program through the field training satisfaction survey from Library and Information Science students. Third, we have designed a training curriculum model associated with NCS seeking proper matches with actual work of the library site through research methods including focus group interviews. Fourth, education guidelines of the field training required to interns were proposed in detail.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.38 no.6
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• pp.533-542
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• 2020

This study proposes the logical data model design of a spatial data model that complies with international standards for the waterworks of underground facilities. We conduct a preliminary study related to underground spatial data standards and data models, and review the status of the existing systems. Then, we defined the conceptual design direction of underground spatial data model based on the problems and issues. Next, we defined the terminology, classification, semantic relationships of waterworks. Next, for the conceptual design of the underground spatial data model, we defined the naming criteria for all data according to the waterworks classification. In addition, a logical model is drawn and described using UML (Unified Modeling Language) diagrams. Based on the results, it is expected that the accuracy related to underground facilities data will be improved.

• Journal of the Korean Geosynthetics Society
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• v.18 no.4
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• pp.139-149
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• 2019

For retaining wall designs, horizontal earth pressure induced by traffic loads over the walls is calculated based on equivalent uniform pressure height. The AASHTO LRFD design standards propose equivalent uniform pressure height of traffic loads; however, the equivalent uniform pressure height is calibrated using the US standard trucks. As the domestic standard trucks are different from the US standard trucks, in this study, new domestic equivalent uniform pressure height is proposed using the Boussinesq theory varying vehicle directions, Poisson's ratios of pavement layers, and retaining wall height. The proposed equivalent uniform pressure heights are generally higher than those proposed by the AASHTO design standards because the axle loads and their densities of two domestic standard trucks are higher than those of the US standard trucks. The most highest equivalent uniform pressure height was found for traffic direction perpendicular to longitudinal direction of retaining wall.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.29 no.2
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• pp.131-140
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• 2016

Recent destructions of outdoor signboards have frequently been caused by strong wind, resulting in damage on the property and human livelihood. One of the major causes of the problems is inadequate implementation of structural design code to the outdoor signboards which are vulnerable to wind. This leads to this paper to present the design guideline of wind-resistant outdoor signboards. In order to estimate the design wind speed, basic wind speeds over Korea suggested by KBC(2015)(revision) are corrected with land surface roughness and topography of the terrain and installation height of the signboard. This paper also suggested the procedure of wind load estimation for different types of outdoor signboards; wall attached type, wall ribbed type and ground erected type. Since the process involves complex calculation to some extent, this paper presents summarized version of wind load estimation from non-professional point of view.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.19 no.10
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• pp.2285-2291
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• 2015

At present, available positioning satellites are not only the GPS, but also GLONASS, GALILEO, QZSS, BeiDou. However, the differential GPS, the augmentation service for increase the positioning accuracy, is follow the RTCM version 2.3 standard. So, it can service the correction information about only GPS. For solve this problem, RTCM is making the new version of RTCM message standard that can service the correction information for all of available GNSS. In South Korea, the software DGNSS RSIM system was installed at almost the whole DGNSS reference station. In this reason, that can cope with the new RTCM version 2.4 quickly. However, the DGNSS Reference Station based RSIM 1.3 can not make the GNSS's PRC simultaneously and can not support RTCM version 2.4. Thus, in this paper, the version of RTCM 2.4 is analyzed and the RTCM version 2.4 message generating module's architecture for software DGNSS reference station is designed.