A detailed guideline was prepared to explain the contents of underground safety management guideline and to prevent confusion in the initial implementation of the law to underground safety impact assessment and underground safety inspection subjects. "Special Law on Underground Safety Management", which was created to prevent the safety of the people from frequent occurrences due to frequent occurrence of subsidence, has been systematically settled in the course of design, construction and maintenance of underground facilities. When it works smoothly, it can be said that national security is guaranteed.

The ground settlement has been occurred recently, therefore, it is necessary to conduct the safety inspection of ground settlement. This study suggests the case study on the ground settlement safety inspection.

Precise Inspection for Safety Diagnosis on 6 dams have been conducted by KISTEC. Spillway is the main structure of dam facilities especially in discharging water. Crack, leakage, and other defects have been inspected and analyzed depending on the purpose of spillway such as water gate or gate of intake.

The purpose of this study is to present a suitable maintenance guide or plan for future small scale vulnerable facilities by analyzing the investigation data collected through the safety inspection. For this, we examined about 3,301 buildings. From a number of defects, damages associated with the safety and durability of building were preferentially analyzed.

This study aims to establish complementary relationship among designer, builder, and maintenance manager by combining BIM(Building Information Modeling) technology with bridge safety diagnosis and maintenance to secure its effectiveness and systematization. To establish and maintain database by organizing quantities of data about existing case of safety diagnosis and maintenance, and develop the system to be used by practitioners.

Using a servo acceleration sensor applied to the inertial navigation system for various weapons system, We developed a sensor which can measure the safety of structure and earthquake. To verify the performance of the sensor, we analyzed the building structure frequency domain, low frequency domain, El-centro sesmic wave for response characteristic. We also tested the sensor whether it can measure angular displacement or not.

Tried to photographing of aerial Image using unmanned aerial vehicle for applied to safety inspection on a large area or inaccessible. In result, 3D Spatial Information data were acquired, understand the overall terrain and coastline to based on data, compared to traditional aerial images and analyzed. Finally, identified the regions to requiring continuous monitoring by assessment of a disaster risk. We hoping to help build to continues data for identified the changing shape over time.

CT 조영검사 예약환자의 원활한 검사 진행과 조영검사로 인한 부작용을 줄일 수 있는 전처치 프로세스 시스템을 개발 및 적용하여 CT 조영검사 예약환자의 검사 만족도를 높이고자 하였다. 2014년 1월부터 201 4년 2월까지 CT 조영검사를 예약하여 추적검사를 시행했던 2,846명의 환자들 중 예약시간에 검사를 시행 하지 못하고 지연된 214명의 환자들을 대상으로 지연사유를 분석한 후 전처치 프로세스 시스템을 구상 및 개발하여 2015년 1월부터 2015년 2월까지 전처치 프로세스 시스템을 이용하여 전처치가 필요한 644명을 대상으로 SMS 전송 시행율, SMS 전송내역, 예약시간 준수율, 예약시간 지연 사유, 예약 시간보다 지연된 시간 등을 분석하였다. 2014년 1~2월 외래 CT 조영검사 예약환자는 2,846명이었고, 그 중 예약시간에 검사 를 시행하지 못한 환자는 214건으로, 약 7.52%의 비중을 차지하고 있었다. 예약시간보다 지연된 세부적인 사례는 creatinine 미확인이 98건(46%), creatinine 1.3 이상이 40건(19%), 과거조영제부작용이 34건(16%), 금 식 등 전처치 미흡이 25건(11%), 메트포민제제 당뇨약 복용이 4건(2%), 기타 이유가 13건(6%)으로 나타났 으며, 평균 지연시간은 creatinine 미확인이 120분, creatinine 1.3이상이 30분, 과거조영제부작용이 40분, 금식 등 전처치 미흡이 120분, 메트포민제제 당뇨약 복용이 30분, 기타 사유가 60분으로 나타났다. 2015년 1월~2 월 전처치 프로세스 시스템을 적용하여 전처치가 필요한 대상자 644명중 SMS 전송시행율은 515건(80%)으 로 나타났으며, SMS 전송내역을 분석한 결과 당일 검사가 283건(44%), 진료과 방문이 185건(29%), 전처치 불필요가 47건(7%), 외래과에서 전처치 프로세스 시스템 미확인으로 SMS 전송이 안 된 건수가 129(20%)건 으로 나타났다. CT 조영검사 예약시간 준수율은 전체 644건 중 560건(87%)이 예약시간 안에 검사를 시행 하였으며, 예약시간보다 지연된 세부적인 사례는 creatinine 미확인이 23건(28%), creatinine 1.3이상이 11건(1 3%), 과거조영제부작용이 7건(8%), 금식 등 전처치 미흡이 30건(36%), 메트포민제제 당뇨약 복용이 6건( 7%), 기타 이유가 7건(8%) 이었다. 예약시간보다 평균 지연된 시간은 creatinine 미확인이 90분, creatinine 1. 3이상이 20분, 과거조영제부작용이 30분, 금식 등 전처치 미흡이 120분, 메트포민제제 당뇨약 복용이 30분, 기타 사유가 60분으로 나타났다. 조영제 부작용의 효율적인 관리적 측면과 CT 조영검사 예약시간에 검사가 원활하게 진행될 수 있도록 전처치 프로세스 시스템을 적용해본 결과 적용 전에 비해 전처치 준비 시간이 줄어들고 CT실, 진료실, 채 혈실, 주사처치실 등의 방문횟수 및 동선이 줄어들어 CT실을 찾는 고객들의 검사만족도와 의료서비스 향 상에 기여가 될 것으로 사료된다.

Pumping Station is amended ('15.1.6) a special law (hereinafter siteukbeop) on the safety management of the facility has been incorporated into kinds of facilities. This study aims to introduce siteukbeop drainage pumping stations as part of condition assessment techniques detailed guidelines established for drainage pumping stations being incorporated into the new facility as amended.

By the revision of Special Act on the Safety Control of Public Structures('15 .1.6), coastal structures(breakwaters) was selected as management target. In this study, it is aim to introduce assessment methods for performing precision check-up and precision safety inspection of the coastal structures(breakwaters).

A filming technique using Side Scan SONAR should be varied upon condition in order to obtain high-resolution data. Because the theoretical measurement scope is different from the actual measurement scope. It is possible to obtain the accurate data only after adjusting the water depth, distance from a structure and emission angle. Via the multiple regression analysis of data accumulated through field experiments and relations of 3 variables, and equation was devised.

The maintenance costs will be increased due to the aging of the bridge. Thus, the maintenance strategy considering the damage characteristic of elements is needed for the efficient maintenance of the bridge. The objective of this research is that damage characteristic were estimated by analyzing the change in the presence or absence of damage to a structural member of the bridge for the detailed safety inspection conducted two or more times.

Scanning technic is implemented with the underground structures: subway, tunnel, shaft, drainage path, spillway, and slurry wall. Both optical and laser scanning system have been conducted to the precise inspection of diagnosis and safety. Image and 3D coordinate from scanning can be utilized in monitoring scope and fundamental database of maintenance. There is a high possibility that the scanning will prevail on inspection and diagnosis.

To the present, technology of tunnel has developed more significantly than before. Due to the difficulty in assessment of long-term durability, it is more important to persistently maintain the tunnel to save the budget efficiently since its completion. Some aspects of the focused management section were written for some of the road tunnels which was recently inspected by KISTEC according to the special law for safety management of Infrastructure.

Since then the Special Act on the Safety Control of Public Structures has been enforced, the precision safety Inspection result was being collected. but it was not performed to comprehensive analysis and D/B. In this study, statistical analysis was performed by utilizing the Precise Inspection for Safety of Dam.

In light of the maintenance of underground structures, the evaluation scope of precise inspection for safety and diagnosis have been revised. Crack, leakage, deterioration, and drainage system are evaluated with field inspection in maintenance manner. It also proposed that the additional revision of the precise inspection for safety and diagnosis.

성수대교･삼풍백화점 붕괴사고 등을 계기로 유지관리 분야의 중요성이 대두되면서 1995년 시설물의안전관리에관한특별법이 제정되어 점검･진단이 실시되는 등 본격적인 유지관리체제가 시작됐다. 그러나 점검･진단의 역사가 일천한 관계로 점검･진단에 대한 기술수준이 낮았고 연구 성과 또한 미흡하여 부실 점검･진단에 대한 우려가 상존해 있었다. 이에 2002년 평가제도가 도입 되면서 부실 점검･진단 비율이 지속적으로 낮아져 왔다. 그러나 최근 점검･진단 실시결과 평가실적에 따르면 향후 부실 점검･진단비율이 더 이상 낮아지기 힘든 경향을 보이고 있다. 이를 계기로 부실 점검･진단과 관련하여 관련기관의 설문조사와 메커니즘 측면에서 고찰하므로 서, 부실 점검･진단이 초래되는 근원적인 문제점을 나열하였고, 이를 바탕으로 현행 평가제도의 개선방향을 제시 하고자 하였다.