The findings were summarized as follows. The safety check by manufacturer showed that 6 of 13 companies are over the average occurrence of defects. It was expected that there would be a difference between manufacturing technology capability and production system of each manufacturer. Consequently, manufacturers should institutionally improve and strengthen certification items for the upward standardization of safety certification before factory. Second, the safety check by year showed that the results of this study accord with those of previous studies on defect time. Consequently, manufacturers should classify the 3-year-old equipment for vehicle-mounted MEWP into a special check subject to do a nondestructive test according to proven results, and also reflect the test in a safety test system to do regular preventive activities of equipment defects. Third, the safety check by part showed that the boom and outrigger parts of vehicle-mounted MEWP have the most defects. Stress concentration resulted in defects as the boom part was most frequently operated in the structural parts for a real work. To prevent this, it is suitable to improve the hardness of boom materials. The outrigger part needs improvement in safety devices with materials. As an outrigger supports the overturning moment of equipment, it is most affected by its load based on the operating radius, resulting in fatigue crack.

Successful development of weapon systems requires a stringent verification and validation (V&V) process due to the nature of the weapons in which continual increase of operational capability makes the system requirements more complicated to meet. Thus, test and evaluation (T&E) of weapon systems is becoming more difficult. In such a situation, live fire tests appear to be effective and useful methods in not only carrying out V&V of the weapon systems under development, but also increasing the maturity of the end users operability of the system. However, during the process for live fire tests, a variety of accidents or mishaps can happen due to explosion, pyro, separation, and so on. As such, appropriate means to mitigate mishap possibilities should be provided and applied during the live fire tests. To study a way of how to accomplish it is the objective of this paper. To do so, top-level sources of hazard are first identified. A framework for T&E is also described. Then, to enhance the test range safety, it is discussed how test scenarios can be generated. The proposed method is based on the use of the anticipatory failure determination (AFD) and multiple event tree analysis (ETA) in analyzing range safety. It is intended to identify unexpected hazard components even in the environment with constraints. It is therefore expected to reduce accident possibilities as an alternative to the traditional root-cause analysis.

파프리카를 재배하는 농가에서는 생산성 증대를 위하여 비닐하우스 측고를 관행 3.0m에서 4.5m까지 높이고 있으나 이에 대한 구조안전성 검토 없이 시공이 이루어지고 있는 실정이다. 이 연구에서는 측고가 4.5m로 상승된 1-2W형 비닐하우스를 대상으로 풍속 40m·s-1, 적설심 40cm의 설계하중에 대하여 구조안전성 분석을 수행하고 적절한 구조보강방법을 제시하였다. 3차원 프레임해석을 이용하여 구조해석을 수행한 결과, 측면 방풍벽의 보강이 반드시 필요한 상태였으며 파프리카 작물하중으로 인하여 매우 취약해지는 중방의 보강이 요구되었다. 측면 보강 방법으로써는 외측 기둥과 방풍벽을 보강이음을 이용하며 서로 연결해주고, 외측 기둥 간격에 따라 방풍벽 부재를 보강하는 방법이 가장 효과가 큰 것으로 분석되었다. 중방의 경우 비닐하우스 폭의 1/17~1/20의 높이로 2중 중방구조를 만들고 그 사이를 사재로 연결하여 트러스 형태로 보강하는 방법이 가장 큰 효과를 보였다.

대립계 포도 비가림하우스에 부착된 일체형 방풍벽과 노지에 설치된 분리형 방풍벽의 구조 안전성을 설계풍속 30.9m·s-1와 50m·s-1 조건에서 각각 분석하였다. 비닐하우스 부착형 방풍벽의 경우, 방풍벽을 설치했을 때 방풍벽의 경사각이 측면부의 유동분포에 미미한 변화를 주어 측면부가 받는 풍압면적이 다소 감소하는 것으로 나타났으나 큰 차이를 보이지는 않았다. 그러나 구조강도 측면에서는 방풍벽 설치를 위한 부가적인 파이프 투입 효과로 약 11%정도 구조 안전성이 향상되는 것으로 분석되었다. 주기둥 간격이 3m인 분리형 방풍벽의 경우,대형 태풍수준인 50m·s-1에서 구조적으로 불안정한 것으로 나타났으며 분리형 방풍벽의 이론적 고찰 결과와 해석 결과와는 큰 차이를 보여 3차원으로 구성된 구조물의 2차원 모델 시 그 정확성에 한계가 있음을 알 수 있었다. 추후 분리형 방풍벽의 효용성을 증대하기 위하여 최적 파이프 규격 설정에 관한 세부적인 연구가 필요할 것으로 판단되며 비닐하우스 부착형 방풍벽의 경우, 태풍으로 인한 비닐하우스 피해 발생 시 정밀한 피해실태 조사를 통하여 분석 결과의 정확성을 향상시킬 수 있는 구조 안전성 분석 기법 개발에 관한 연구가 필요한 것으로 판단되었다.

길이 40m,폭 5.5m의 단일피복 구조의 8연동 무가온하우스 상단부에 설계적설심 19.1 cm의 눈이 쌓인다는 조건과 시설 측면으로 설계풍속 36.6 m·s-1의 바람이 분다는 조건 그리고 참고자료로 활용하기 위해 적용한 최대적설심 37.8cm의 눈이 쌓인다는 조건과 순간최대풍속 60.0 m·s-1의 강풍이 분다는 조건에서 유동 및 구조강도 해석을 수행하였다. 적설하중 조건에서는 설계적설심 19.1 cm와 최대적설심 37.8cm에서 파이프에 걸리는 최대응력이 각각 53.8 N·mm-2과 107 N·mm-2으로 재료의 허용응력 보다 작은 것으로 나타나 안전한 것으로 분석되었으나, 설계풍속 36.6 m·s-1와 순간최대풍속 60.0 m·s-1의 풍하중 조건에서는 파이프에 걸리는 최대응력이 각각 250 N·mm-2과 672 N·mm-2으로 재료의 허용응력을 모두 초과하여 플라스틱하우스가 불안전한 것으로 분석되었다.

Numerical analysis using commercial CFD code was carried out to develop the drag force type vertical axis hydraulic turbine for the improvement of the production efficiency of small hydro energy at low flow velocity condition. Blade pressure changes and internal flows were analyzed according to the presence or absence of the hydraulic turbine blade holes at flow velocity of less than 1.0~3.0 m/s. According to the numerical results, the pressure and flow velocity is severly affected by the flow velocity in turbine blade with no holes, while the influence of flow velocity is comparatively decreased in turbine blade with holes. It is also found that the pressure and flow velocity on the blade surface with holes are evenly distributed with no singular location and it is believed that forming a hole in the blade may be helpful in terms of structural safety.

This paper analyzed the effects of rotational stiffness of wedge connection between vertical and horizontal members of system supports. By simulating the connection condition both a hinge connection, which is considered in the design stage, and a spring with the rotational stiffness reflecting the actual behavior, the critical buckling load and the maximum combination stress ratio are compared. The results show that hinge condition somewhat underestimate the actual behavior of vertical members of system supports. However, it is also noted that the horizontal member represents the increased stress due to the rotational stiffness of the connection.

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.

In this study, the structural assessment on the effect of differential deformation of HDRB was performed for double deck warren truss bridge. The results show that the differential deformation of HDRB sharply decreases the safety rate of the superstructure of the bridge.

Recently, a safety of the building has been issued. In this study, a statistical analysis of the licensing status of the building construction has been performed to check the trend of building construction. Finally, results of the statistical analysis would be helpful to improve of the building safety.

Construction of long span bridges is rapidly increasing, the criteria of impact load and study of stability for suspension bridge cables by rear-end collisions and crash of the vehicle, not at the moment is the actual situation. In this study, the main cable of suspension bridges was applied appropriate impact loads and analyzed the structural stability of the cable.