• Proceedings of the Korea Information Processing Society Conference
• /
• 2015.10a
• /
• pp.1088-1091
• /
• 2015

프로젝트 수행에 우리는 괸리를 목적으로 다양한 산출물을 작성하고 생성한다. 미국 PMI의 PMBOK은 다양한 산출물을 표준화하고 있고 ISO21500 역시 다양한 종류의 산출물 생성을 표준화하고 있다. 그러나 산출물의 상세한 내용에 대해서는 PMBOK이나 ISO21500에서도 규정하지 않고 있다. 프로젝트 관리 산출물은 프로젝트 성공을 위한 산출물로 각종 관리계획, 중요 마일스톤 일정, 각종 이슈, 변경, 위기관련 다양한 지표 등을 중심으로 구성되어야 한다. 본 연구는 프로젝트 관리 산출물들에 프로젝트를 기준정보 6가지(Requirement, Work, Activity, Change, Issue, Risk)가 프로젝트 관리 산출물에 표기되어 추적기능을 가지고 있고 가시화를 할 수 있는지에 대하여 프로젝트 관리 산출물 template를 가지고 분석하였다. 이러한 분석 결과를 바탕으로 프로젝트 관리 산출물에 기준 정보를 추가하여 프로젝트 기준정보를 통합하고 가시화 하여 정보의 추적기능이 강화되기를 기대한다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.30 no.4
• /
• pp.343-352
• /
• 2012

In order to precisely determine the vertical displacements of CORS antenna phase centers caused by their replacement, intensive research has been carried out in this paper throughout processing GPS measurements made before and after the events. After applying the estimated displacement in the data processing, results show that coordinate repeatability of the vertical component is able to be 7.9mm on average. Comparing with results (e.g., 23.5mm) without applying the displacement, it was possible to conclude that these accuracies are significantly improved, which is equivalent to those before the event of the replacement.

• Korean Journal of Construction Engineering and Management
• /
• v.24 no.3
• /
• pp.3-11
• /
• 2023

This research examines the need for a quantitative and objective method of calculating baseline productivity in the construction industry, which is known for its high volatility in performance and productivity. The existing literature's baseline productivity calculation methods rely heavily on subjective criteria, limiting their effectiveness. Additionally, data collection methods such as the "Five-minute Rating" are costly and time-consuming, making it challenging to collect detailed data at construction sites. To address these issues, this study proposes an objective baseline calculation method using unimpacted productivity BP, a work check sheet to systematically record detailed data, and a data collection and utilization process that minimizes cost and time requirements. This paper also suggests using unimpacted productivity BP and comparative analysis to address the objectivity and reliability issues of existing baseline productivity calculation methods.

• Journal of Korean Society for Geospatial Information Science
• /
• v.15 no.3
• /
• pp.41-49
• /
• 2007

In this study, the software to compute Bessel coordinates by trilateration adjustment was developed, and the software was used to determine coordinates of the cadastral control points over the southern Korean peninsula. The baseline measured by GPS was reduced to the distance on geoid surface by applying PNU95 geoid model, and the distance on geoid surface was reduced to the plane grid distance by applying scale factor of map projection of Bessel coordinates. Using the plane grid distance, Bessel coordinates of 32 CORS (Continuously Operating Reference Station) were computed by free adjustment at first, and then the coordinates of the cadastral control points were computed by joining the control points to adjacent CORS. The result shows a possibility of construction of highly accurate and consistent cadastral survey network with coordinate error less than 1ppm of distance, when newly computing the coordinates of the control points by using distances measured by GPS.

• Korean Journal of Construction Engineering and Management
• /
• v.2 no.4 s.8
• /
• pp.80-91
• /
• 2001

Considering that the classified items in the work section level can have an applicability when those items are being used to cost and specification information with consistency, the work section classification code should be applied as an Integrated code system. Our construction industry is using three work section classification systems for civil engineering projects, such as integrated construction information classification system, standard method of measurement and guide of project specification. And each standard construction specification is also using different work section classification systems. This study suggests a methodology to integrate the code systems in construction specifications with civil engineering standard method of measurement. And the methodology suggested in this study was applied to a web-based prototype system with practical specification codes.

• Journal of Korean Society of Transportation
• /
• v.20 no.1
• /
• pp.149-156
• /
• 2002

본 연구는 보행자 시설 중 계단과 대기공간에 대해 공학적으로 합리적인 분석방법을 제공하고 이를 통해 안전하고 편리한 보행시설의 제공을 도모하는 것을 목적으로 하였다. 본 연구를 위해 계단과 대기공간에 대한 외국의 조사방법과 분석방법을 참조, 비교하여 서비스 수준 결정기준을 정하고 용량 값을 산출하여 우리나라 현실에 맞는 적정한 설계기준을 산출하기 위해 노력하였다. 계단의 경우 효과척도로 보행 교통량을 그리고 대기공간에 있어서는 1인당 점유면적을 사용하였다. 현장 조사 결과 계단에서의 보행량은 보행자가 군을 형성했을 경우와 그렇지 않은 경우 최대 보행량에 차이가 나는 것을 고려하여 보행자 군의 형성 여부에 따라 서비스 수준의 기준을 다르게 제시하였으며, 대기공간의 경우에는 1인당 점유면적을 한국인의 평균체형을 기준으로 하여 서비스 수준의 기준을 제시하였다. 계단과 대기공간에 있어서 이러한 조사와 분석을 통해 산출된 결과는 외국의 경우와 다른 값을 나타내는데, 계단에 있어서는 실질적으로 이용할 수 있는 유효계단 폭에 따라 최대 보행 교통량의 타이가 크게 나타났으며, 대기공간의 경우에는 한사람이 점유 할 수 있는 용량상태에서의 공간이 0.2$m^2$/인으로 외국의 경우보다 적게 나타난다.

• Journal of Korean Society for Geospatial Information Science
• /
• v.19 no.4
• /
• pp.127-138
• /
• 2011

This study aimed at suggesting the possibility of an application that connects cadastral control point and urban control point. In order to do this, we calculated and analyzed the cadastral coordinate on urban control point by using the GPS observation data of Changwon-si urban control point (32 points) which was announced based on the result of global coordinate system. We calculated cadastral coordinate through using three different kinds of calculation S/Ws, and compared the results of the calculation with the preexisting result of urban control point. The comparison suggested that the gap between the new results and the existing results is in the range of error specified by a law. Therefore, the result can be used in cadastral surveying. However, for the safe application in practical works, we suggested that it would be better to carry out new cadastral surveying and use its result than to use the result of the current urban control point directly in surveying cadastral. In addition, we suggested that it is necessary to examine precisely the local station of triangulation. Finally, we recommended that one should use trilateral network adjustment S/W as one's calculation S/W.

• Journal of Korean Society for Geospatial Information Science
• /
• v.16 no.3
• /
• pp.3-13
• /
• 2008

The coordinate of cadastral control points located over the area of different surveying origins is computed in a single surveying origin by trilateration adjustment of GPS baseline measurements. In every different surveying origins, well-matched control points are selected and mutually coinciding coordinates are computed by free network adjustment. Then, the coordinate of the other control points over the area is computed by joining these points to the adjusted points. In practice, by using 18 points of Gari, 17 points of Gyeyang, and 33 points of Central origin in Incheon, the coordinates of total 68 points in every surveying origin are computed. Between the points of different surveying origins, it is found that there are quantitative differences in azimuth and scale factors and the approximate point coordinate of other surveying origins is calculated by correcting the scale and azimuth.

• Journal of the Korean Institute of Gas
• /
• v.21 no.6
• /
• pp.1-7
• /
• 2017

This study is aimed to investigate the US code and European code on the evaluation of fuel economy of natural gas vehicles and deduce the formula suitable for domestic natural gas fuel. The fuel consumption formula have been derived by carbon balance relation between fuel composition and exhaust emission. The US code does not limit the composition of the test gas, but European code should be used the reference gases such as G20 and G23. In the case of NGV using domestic city gas, it is confirmed that the fuel economy determined by European code is 12% worse than that of US code because of difference of test gas. Also, a method of determining the fuel properties from the calorific value is proposed to evaluate the fuel economy of natural gas vehicles.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
• /
• 2004.03a
• /
• pp.361-366
• /
• 2004

GPS 관측기법을 지적측량에 도입하기 위하여 GPS를 이용한 새로운 지적측량 모형(Model)을 정립하는 연구와 관련 기술들을 개발하는 연구가 활발히 진행되고 있다. 이와 같은 추세에 발맞추어 GPS 자료처리 및 기준점 성과산출과 관련하여 국내ㆍ외 측량 관련 상용 GPS 자료처리 소프트웨어의 현황 및 성능을 파악하고, 자료처리 알고리즘을 분석하여, 우리 실정에 적합한 GPS 자료처리 소프트웨어를 개발하는 것을 본 연구의 목적으로 한다. 본 연구에서는 국내ㆍ외의 전문 업체, 기관(대학)이 보유하고 있는 상용 소프트웨어 현황 분석 및 자료처리 방법에 따른 오차 발생을 연구하여 기선해석, 망 조정, 좌표변환 등 에 관련된 전문 소프트웨어 기능을 비교 분석하여 자료처리 산출성과의 정확도를 향상시키는 방향을 모색한다. 또한 기존 GPS 자료처리 소프트웨어에 적용된 알고리즘을 분석하고 지적측량성과 산출에 최적인 알고리즘을 연구하여 새로운 지적기준점 성과 산출을 위한 지적측량 성과계산 소프트웨어를 개발한다.