This research is a numerical study on the pullout load according to the number of helical anchor screw installation and soil properties changes. As the number of helical screws, cohesion, internal friction angle, and deformation coefficient increased, the pullout load increased.

Many of the structures constructed since the 1970s have begun to deteriorate. As a result, safety inspection / diagnosis and maintenance are expected to increase further, and long-term and systematic measures are urgently needed to prepare for the aging of major infrastructures. Currently, the safety inspection and maintenance of the structure is carried out by the method based on the utilization of the measurement data and the manager's experience, but the reliability and the accuracy are still insufficient. In other words, there is a limit to understanding the state change of bridges, such as abnormal behavior and gradual damages, therefore, it is necessary to have an accurate and reliable monitoring process using new techniques and systems. For this reason, I would like to examine the possibility of using cloud and big data in the field of infrastructure safety management.

The purpose of the study is how to educate construction IT convergence for BIM engineers. With the advent of the fourth industry in recent years, BIM has attracted much attention in the construction industry. However, There are not many Construction-IT experts who can link the 4th industry with BIM. There is an increasing demand for construction IT convergence education that connects the 4th industry and BIM. How should we design construction IT convergence training for construction engineers? We surveyed 38 BIM engineers and 88 construction professionals in order to find a direction for construction IT convergence education for BIM engineers.

The purpose of this study is to provide basis data that can be used to establish an efficient maintenance system for the corrosion of off-shore structures by comparatively analyzing the present offshore concrete and steel structure corrosion sensors and monitoring techniques under development.

In this study, the number of fire stations per radius centered at bridges on the national road route was calculated through GIS based on BMS and POI information. The fire risk could be represented as the number of fire stations nearby bridges. The radius was 5km but could be extended to longer distances. The number of fire stations in the northern part of Gyeonggi, Gangwon mountain area, and northern part of Gyeongsang area were smaller than those in other districts.

This study is the National R&D project which has been carried out since 2016 with governmental support. The main objective of this study is to enhance technical and economical competitiveness on cable bridge through providing total solution for the major field issues in overseas market. In this paper, methodology and promotion strategy of the study are introduced and future research plan is also explained.

For suspension bridges, the super-structure is supported by main cables and hangers which carry the dead and live loads to the pylons and anchorages. Due to the fact that the difficultly of repair and strengthening for damaged cables, it is very important to find an efficient way of maintenance methods for cables. The corrosion is one of main causes for cable damages. The use of dehumidification system can be an alternative for this issue. Therefore, the authors have been evaluated for efficiency of the cable dehumidification system for main cables of suspension bridge. This study was initiated to develop an efficient and economical management strategy to operate the cable dehumidification system for suspension bridges built in South Korea.

This study is aimed repair facility designated as a reservoir large complex disasters, including climate change from a rural corporation to manage and repair facilities in a systematic and efficient integration of risk management technology to protect you wish to advancement.

The correlation between the degradation scores and service life of the coating is derived by tests and inspection for the coated steel member according to each service environment of several facilities. This correlation called to as the deterioration model can be used to determine the performance grade for the durability of coated steel member of facilities under each service environment, for example, atmospheric, fluvial and marine environment.

The review of the existing facilities inspection guideline reveals that the slope is evaluated mainly by visual and safety inspection. For the efficient maintenance it is necessary to inspect the slope using the performance-based evaluation method throughout quantitative measurement. In this study durability evaluation index and evaluation method for the slope is presented.

The review of the existing facilities inspection guideline reveals that the dam and river facilities are evaluated mainly by visual and safety inspection. For the efficient maintenance it is necessary to inspect the steel member of the dam and river facilities using the performance-based evaluation method throughout quantitative measurement. In this study durability evaluation index of steel member and evaluation method for the facilities is presented.

Airborne chlorides, sulfur dioxide and humidity are the most important causes and acceleration factors of corrosion of the steel member. In this study, such acceleration factors are quantified by analysis of reference data about velocity on corrosion for the determination of durability grade of steel member.

Network design of the Reservoir Failure Forecasting System are proposed to using LPWA network in order to actively respond to the power problem, breaking communication wire and cost reduction of management system.

70~80년대 급속한 경제성장기에 구축된 사회자본시설은 최근에 와서 노후화가 급속히 진행되 면서 기존구조물에 대한 유지관리와 활용방안에 대해서 관심이 높다. 지금까지 콘크리트 구조 물의 유지관리에 대해서는 관심이 높은 분야는 아니였지만, 적절하고도 전략적인 유지 관리를 실시하기 위해서는 항상 콘크리트 구조물의 상태에 대해서 주의하고 여러 분야(점검, DB, 분석 및 예측 등)의 고도 기술을 집약하여 콘크리트 구조물을 관리할 필요가 있다. 이러한 배경에서 본 연구에서는 콘크리트 구조물의 효율적 관리 및 사용하기 위한 구조물 자 산관리 시스템에 대해서 제안하고자 한다.

This study had the purpose to prepare a well-organized strategy to unify facility safety management system by analyzing the problems of present system for facilities subject to particular management, and identifying obstacle elements by "Special Act on the Safety Control of Public Structures". To that end, the study was conducted as follows: First through identification of the status of domestic facility safety management system and analysis of facility management system in advanced foreign countries, logic for unification of domestic facility safety management system was proposed. Second the problems of the safety management system for facilities subject to particular management, and considerations for unification were analyzed. Third, strategy for unification of facility safety management system including safety management subject and checking period etc was proposed.

All bridges are inevitably undergoing deterioration over time. Therefore, it is necessary to predict the maintenance control and to properly manage the maintenance control cost by deriving the appropriate repair and reinforcement timing. The deterioration of bridges appears to vary according to the years of use of bridges and the exposed environment. In this study, the correlation between the deterioration factor of the winter season and the damage rate of the bridge deck was derived from 1117 total bridge data collected through the GPR(Ground Penetration Radar) system.

In this study, the construction and maintenance procedures of the freeze damage mitigation method were proposed through analysis of current freeze damage status and related literature review. Considering the characteristics of the Gang-won area, it can be used for the construction guideline and maintenance manual of the freeze damage mitigation method to be developed.

In this paper, the bond stress of Fe based Shape Memory Alloy(Fe-SMA) with near surface mounted strengthening was investigated. An lab-shear test using Fe-SMA strips glued with cementitious matrix was performed to evaluate bond stress. Bond length (250 mm, 350 mm, 450 mm) was considered as experimental variable. The bond stress and utilization of Fe-SMA are 1.487MPa and 80%, respectively, at the bond length of 450 mm.

In this study, the regular inspection check-list for vulnerable areas of debris flow was developed in order to cope with expected debris flow in urban areas. First, items for regular inspection were obtained by the Delphi technique, and the regular inspection check-list was developed based on obtained items. The check-list was verified and improved by means of applying it in 2 test-bed site.

As the Photovoltaic system market increases, various technologies are emerging to improve system operation efficiency. Such additional systems of the power generation system are generally referred to as ‘Balance of System’, for example a panel cooling, a panel cleaning and a panel angle adjusting apparatus. In this paper, we discuss an algorithm to calculate the target temperature of cooling in response to changes in the installation environment conditions of the power generation system so that the efficiency improvement rate target set by the user can be achieved with respect to the control method of the cooling water injection system among various panel cooling apparatuses. In order to calculate the target temperature of cooling, the output enhancement coefficient is calculated experimentally based on the temperature change according to the solar radiation condition of the PV panel, and the required reduction temperature of each irradiation condition is calculated considering the efficiency improvement rate. In addition, the efficiency improvement ratio is calculated considering the installation condition of the general power generation system without a separate control group. The thermal performance coefficient of the PV panel test body for calculating the expected temperature of the PV panel is calculated experimentally. The target temperature of cooling is calculated as the sum of the expected temperature of the PV panel and the required reduction temperature, and the injection system that tracks the target temperature by cooling water injection is constructed and compared with the power generation improvement rate and the user setting efficiency improvement rate.