• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.28 no.3
• /
• pp.229-239
• /
• 2015

In light of the significant increase in the quantities of goods transported and the development of the shipping industry, the frequency of usage of port structures has increased; yet, the government's budget for the shipping & port of SOC has been reduced. Port structures require systematically effective maintenance and management trends that address their growing frequency of usage. In order to construct a productive maintenance system, it is essential to develop deterioration models of port structures that consider various characteristics, such as location, type, use, constructed level, and state of maintenance. Processes for developing such deterioration models include examining factors that cause the structures to deteriorate, collecting data on deteriorating structures, and deciding methods of estimation. The techniques used for developing the deterioration models are multiple regression analysis and Markov chain theory. Multiple regression analysis can reflect changes over time and Markov chain theory can apply status changes based on a probabilistic method. Along with these processes, the deterioration models of open-type and gravity-type wharfs were suggested.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.14 no.4
• /
• pp.154-159
• /
• 2010

Recent concrete structures have been being constructed with higher strength concrete than normal strength concrete. Therefore, it is necessary to review the applicabilities of current design codes and models for the prediction of mechanical behaviors of concrete materials such as creep. To investigate the applicability of creep model with the consideration of the strength level of concrete, three current models (ACI 209R, CEB-FIP MC90 and EC2) were studied and compared with series of experimental results. It was shown that EC2 model which is the updated model of CEB-FIP MC90 better predicts creep coefficient for high strength level concretes and showed relatively good agreements with experimental data.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.7 no.4
• /
• pp.129-137
• /
• 2003

The cable in the cable-supported structures is long, therefore it can be reasonable to apply the different models, compared with those used for general steel elements. This paper compares the statistical models with existing cable fatigue data, after deriving the cdf(cumulative distibution function) with modifying the log-normal distribution, the existing extremal distributions so as to include length effect. The paper presents the appropriate model for analyzing and assessing the fatigue behavior of cable which is being used for actual structures.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.10 no.3
• /
• pp.143-151
• /
• 2006

This paper presents the comparison of the goodness-of-fit test of analytical bond models between concrete and steel or GFRP reinforcements. Bond test specimens were prepared in accordance with the CSA codes and the rebars used in the test were steel and two types of commercial GFRP rebar products. Using the test data, a bond model was proposed, and comparison of goodness-of-fit test for existing bond models and proposed bond model was carried out by the least squares method. The result indicates that the proposed bond model has better goodness-of-fit test than the existing ones.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.34 no.1
• /
• pp.285-292
• /
• 2014

BIM (Building Information Modeling) is a new paradigm that includes construction life-cycle, and BIM has become mandatory regulation according to the Public Procurement Service since 2016, which accelerates its application. BIM is now expand from architectural field to infrastructure industry. Through pilot projects, BIM has been challenged with verification process. This trend has affected to maintenance and operation (M&O) phase of construction life-cycle. Advanced country has already published their research and result with feasibility study and guidelines. In this paper, we conduct the feasibility study to adopt BIM-based infrastructure management system. Bridges and tunnels were selected as application target, and benefit/cost ratio were used. The result shows that BIM-based infrastructure management system is feasible when the level of detail is more than "Medium" in bridge, and "High" in tunnel.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2005.05b
• /
• pp.1338-1342
• /
• 2005

최근에 하천수질이 악화되고 물 수요량이 증대됨에 따라 사회적으로 하천의 유지관리문제가 중요시되고 있는 실정이다. 보다 효율적인 수질관리를 위해서 수질모델을 이용하여 장래 수질예측결과를 토대로 수질보전 대책 및 오염원 저감 계획을 수립하여야 하는데, 이러한 수질모델의 구성을 위해서는 장기간의 수질 및 유량측정자료의 구축이 선행되어져야하므로 시간적$\cdot$경제적인 어려움이 따르게 된다. 이에 본 연구에서는 영산강을 대상유역으로 선정하고, 영산강 유역 환경청과 영산강 홍수통제소에서 운영$\cdot$관리하는 관측망 자료인 수질자료와 수위자료를 이용하여 수질모델을 구축하고, 장래 수질예측을 실시하였다. 수질예측결과 영산강은 광주하수종말처리장 방류수의 수질농도가 지대한 영향을 미치는 것으로 판단되어 광주하수종말처리장 처리효율에 따른 수질변화를 모의하였다.

• Journal of Korean Society for Geospatial Information Science
• /
• v.5 no.2 s.10
• /
• pp.45-54
• /
• 1997

A mathodology to manage effectively urban open space using GIS(Geographic Information System) was developed to explore the methology of efficient urban open space management focusing on landscaped trees. Cartographic modeling technique was used for practical use of GIS as a case study of the Childeren's park in Kwangju city. First, spatial and attribute information for efficient landscaped tree management was acqired through the development of a tree management cartographic model. Second the information of location and the attribute of individual trees can be applied as a means of decision making in tree management. Thira optimal path of tree management and priority of management in work process of the selected urban open space could be determined according to the objective of park management.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.20 no.4
• /
• pp.367-374
• /
• 2002

Maintainability of highways is an important problem that is considered in the planning steps of a highway development process. A number of asset management systems have been developed to precisely predict maintenance and pavement expenditures for better decision making, But these systems are not helpful in reducing maintenance costs. Optimization of some highway design characteristics in the planning phases may reduce maintenance costs over the life cycle of highway. The formulations for initial and maintenance costs have been developed based on which design variables can be chosen to minimize these costs, focusing on the sideslope in cut and fill sections. Maintenance cost has been represented as a function of sideslope, width of highway cross section, and annual average daily traffic. A real geographic database of between Chung joo and Sang joo city in Choong buk was used and it is presented to investigate the sensitivities of maintenance cost and soil characteristics in selecting alignments. In this study, we present that maintenance cost and soil characteristics are important considerations in alignment optimization.

• Journal of the Korea Institute of Building Construction
• /
• v.13 no.6
• /
• pp.619-626
• /
• 2013

Many pictures are taken at a construction site, but the information of the pictures is not managed in an efficient and systematic manner. For this reason, when a construction worker has scant field experience or knowledge, it is hard to communicate with others efficiently. Therefore, the information of the pictures taken is not fully utilized in any deliberation or conflict among interested parties, facilities maintenance, and construction of another structure, although they were taken for those purposes. This study discusses the need for combining vector-photos with image and 5W and 1H information, and develops a prototype module for creating vector-photos and saving them in a server. The vector-photos taken can be saved to a server in real time, and efficiently managed by a DB system. If a system to link the vector-photos with a BIM model is developed in the future, it is expected that the vector information in the picture can be connected with the property information of an object. As a result, the vector-photos can be utilized in more diverse ways.

• Proceedings of the KIEE Conference
• /
• 2015.07a
• /
• pp.1200-1201
• /
• 2015

고전압 전력설비 진단은 기기의 열화 상태를 측정하여 이상 사고를 미리 예측하여 방지하는 것을 목적으로 실시한다. 고전압 전력설비의 유지관리 방안은 일정 시간 경과후 보수하는 개념(TBM: Time Based Maintenance) 이후 설비의 상태를 진단하여 유지보수 방안을 결정하는 개념(CBM: Condition Based Maintenance)으로 진보해 감에 따라 전력설비의 상태진단 기술의 중요성은 증대될 전망이다. 고전압 전력설비의 절연진단은 직류시험(절연저항, PI)과 교류시험($tan{\delta}$, PD)이 실시되며 과거 진단 데이터의 추세분석을 통한 정확한 상태진단이 요구되고 있다. 고압 유도 전동기 절연진단 데이터 관리 전산화 모델은 고전압 전력기기(발전기, 변압기, 전동기, 케이블 등)의 절연진단 및 유지보수 이력에 관한 자료들을 저장, 조회 및 검색을 하기 위한 데이터베이스를 구축하고 구축된 데이터를 활용하여 과거 이력조회, 추이분석, 진단 데이터의 분석기법을 통한 전력기기의 상태평가로 합리적인 개 대체 의사결정을 지원한다. 또한, 유입식 변압기의 절연유 가스분석 알고리즘을 전산화 하여 10종 가연성 가스에 따른 Gas Pattern 평가로 고장 원인, 현상 및 조치 등에 대한 출력이 가능한 프로그램의 개발로 고전압 전력설비 진단기술과 IT기술의 융 복합 기술로서 고전압 전력설비의 유지관리 기술을 한 차원 더 진보시킬 것으로 판단된다.