Most of chemical plant are using toxic and dangerous materials, inflammable and poisonous. There are many accidental dangers by escaping of fire, explosive and poisonous materials in case of high temperature and pressure. The accidents lead to taking employer's and local people's life and environmental contamination. Therefore, 27 small-medium chemical plant, which size is 30∼200 employees out of safety management agent in the area of A was selected in this study. The problems of safety management and several countermeasures at the chemical plants was indicated through the analyzed data. Prior to this analysis, top managers' concerns, equipment maintenance for the safety management are needed. For the future, calamity prevention countermeasures by industrial disaster analysis are needed and active safety management programs are investigated for the industrial disaster prevention and productivity enhancement at the chemical plant.

This paper presents the safety management model, which is appropriate for small-to-medium enterprises that rank the highest disaster rate. It is required for these companies to modify and improve the safety-related articles and it is performed to compare and analyze the industrial disasters and safety management systems between large enterprises and small-to-medium enterprises. The basic direction of change of industrial safety healthy system must be classified to the dual direction. For large enterprises, it is focused on not pre-regulations but post-regulations based on the self-control safety management system. But for small-to-medium enterprises, it is required to intensify the safety management system and the safety responsibility for owners or administrators. Specially, the responsibility for disaster must be more strengthened by the penalty and the insurance method, and then it must be performed not only the financial support of government but also middle and long-term technical support by private safety organizations.

IPQC system was introduced for the flight safety at the age of scientific safety management in the 1980s. In spite of performing this system, aircraft accidents caused by human factors, which were above 70% among all flight accident factors, have not been reduced. Accordingly, throughout this paper I analyzed the aircraft accident factors by means of a literature study and a pilot survey. Then, based on the notion of TQC(Total Quality Control), I hierarchically classified Individual Quality into Capacity Management, Safety Management, and General Management and did the low-ranked management factors as well. AHP (Analytic Hierarchy Process), one of the scientific management methods, was used for estimating the relative importance of Individual Quality Control factors and the heavy aircraft accident causes over the last 20 years were analyzed according to the flight ranks. Based on the comparative analysis of results derived above, an IPQC model as flight ranks is established. In short, according to this newly suggested model we can obtain the maximum flight safety with the preventive actions against aircraft accidents caused by human factors and by improving the operation effect under the reasonable pilot management.

This study is concerned with developing a heuristic algorithm for solving a class of ninlinear integer programs(NLIP). Exact algrithm for solving a NLIP either may not exist, or may take an unrealistically large amount of computing time. This study develops a new heuristic, the Excursion Algorithm(EA), for solving a class of NLIP's. It turns out that excursions over a bounded feasible and/or infeasible region is effective in alleviation the risks of being trapped at a lical optimum. The developed EA is applied to the redundancy optimization problems for improving the system safety, and is compared with other existing heuristic methods. We also include simulated annealing(SA) method in the comparision experiment due to ist populatrity for solving complex combinatorial problems. Computational results indicate that the proposed EA performs consistently better than the other in terms of solution quality, with moderate increase in computing time. Therefore, the proposed EA is believed to be an attractive alternative to other heuristic methods.

Research activities and discussions on specialized areas reflecting the specificity of landscape construction are necessary. Therefore, this study was conducted with the purpose of presenting basic data for efficient field management by deriving items necessary for safety management in landscape construction fields through experts' opinions. A survey was conducted using Delphi analysis to derive "management items" and "safety management items according to landscape type" for landscape construction field safety for a total of 15 landscape construction specialists. The survey results showed that four top items were derived from the "management items" for the safety of landscape construction fields; they include: "safety and health management organization and education," "industrial safety and health management expenses," "payment of personal protection," and "establishment of safety measures." In addition, two to five items for each higher item appeared and resulted in a total of 13 lower items. Personnel, organization, budget, etc. for safety management are always required in the field, and the monitoring part of whether these elements are working was also taken up as a management item. In the "Management items according to each landscape construction" a total of eight landscape type were distinguished, they include: ‘Reinforced concrete work’, ‘Masonry work’, ‘Plaster's work’, ‘Waterproof work’, ‘Stone masonry work’, ‘Pavement work’, ‘Facilities work’, and ‘Planting work’. Furthermore, two to seven sub-items for each construction type were derived, and a total of 35 management items were presented.

일정 규모 이상의 사장교와 현수교에는 자유장, 주탑, 보강거더에 지진가속도계가 부착되어 있다. 이 연구에서는 부착된 센서를 활용하여 지진발생 시에 긴급하게 지진안전성을 평가하는 방법을 제안하였다. 표준화된 시스템으로 긴급한 평가가 이루어지므로 센서 단위의 평가가 효과적이며, 경주, 포항지진에 대한 특수교량의 데이터 분석을 통하여 평가 방안을 도출하였다. 자유장, 교각기초, 앵커리지와 같이 지반 또는 지반과 인접한 위치에 설치된 가속도계는 최대가속도로 평가를 수행하고 주탑상부, 보강거더 등 구조물에 부착된 가속도계는 가속도의 변환을 통한 변위비교로 평가를 수행하는 것을 제안하였다.

시설물의 일원화된 관리를 위해, 2018년 전면 시행된「시설물의 안전 및 유지관리에 관한 특별법」에서는 소규모 시설인 기존의 특정 관리대상시설을 제3종시설물로 편입하였다. 제3종시설물은 규모 및 경과연도가 제3종시설물 범위에 해당하는 시설물 중 실태조사 등을 통해 지정·고시한다. 실태조사 대상 시설물 누락 및 부실점검 방지를 막기 위해 국토교통부와 한국시설안전공단은 2019년 8월「제3종 시설물의 지정을 위한 실태조사 매뉴얼」을 배포하였으며, 본 논문에서는 이 매뉴얼의 작성 취지와 주요 내용을 포함하고 있다.

본 연구에서는 이미 개발된 BIM 기반 건축물 구조 안전점검 및 유지관리용 COBie(Construction Operations Building information exchange) 문서 및 기록 체계를 검증하기 위한 테스트베드 수행에 앞서, 대상 건축물의 선정 및 안전점검 수준을 결정하고 테스트베드를 수행하는데 필요한 정보를 수집‧기록‧검토할 수 있는 시나리오를 제안하였다.

비탈면 붕괴의 한 요소로 동절기 및 해빙기 과정에서 동결-융해에 따른 풍화, 수축-팽창 등의 영향으로 비탈면 안정성에 영향을 미치는 것으로 알려져 있으며, 실제 국내외에서 해빙기 시기에 비탈면 붕괴사고가 빈번히 발생하고 있다. 본 연구에서는 해빙기 비탈면의 안전 확보를 위하여 해빙기 비탈면 유지관리 방안을 제시하였다. 외관조사 및 자료조사를 통한 상세 점검을 바탕으로 고도화된 위험성 평가 여부를 결정하고, 위험성 평가에서도 위험성이 높다고 판단되는 경우, 전기비저항 등을 통해 위험단면을 선정하여 실시간 모니터링을 경제적으로 실시할 수 있도록 유지관리 프로세스를 계획하였다.

The Construction-Operations Building information exchange (COBie) is a standardized format to deliver information from the building information model (BIM) to the facility management (FM) system. The purpose of this study is to propose a COBie-based structural maintenance document which can record and review the information with regard to structural safety inspection and maintenance of buildings.

Currently, the cable safety management of cable supported bridges is calculated by the ratio of the measured tension to the design tension. The measurement of the tension is performed by indirectly estimating the acceleration measured at the cable surface in terms of the tension. The method of converting the cable vibration response (acceleration) into the tension is disadvantageous in that the damage of the individual strand (or wire) in the cable is not clearly reflected in the tension because the measurement is not reliable and is managed only by the total tension. The purpose of this study is to improve the cable safety management system by evaluating how the damage of individual strand of MS type cable, which is mainly applied to cable-stayed bridges, affects the safety level managed by level of cable tension.