PURPOSES : Safety Evaluation of Wind Loads of Renewable Energy and Photovoltaic Power Structures. METHODS : Structural safety evaluation was conducted on the wind load of 3kW Photovoltaic Power Structures using ABAQUS. Wind speed was reviewed for 36m/s and 60m/s. Effective Mass and Mass Contribution of Photovoltaic Power Structures was utilized up to 90%. 7 steps were set and applied to structural analysis. RESULTS : As a result of the structural analysis, it was confirmed that the long-term blowing load was affected rather than the size of the wind load. Weak areas were identified at the point of the horizontal beam rather than the modules of the Photovoltaic Power Structures. In particular, it was confirmed that stress exceeding the allowable stress was generated at the junction. In order to secure the safety of Photovoltaic Power Structures, it is judged that reinforcement of the branch is necessary. CONCLUSIONS : The safety of Photovoltaic Power Structures structures for wind load is influenced by persistence rather than the size of the wind load. Therefore, in order to prevent this, it is judged that reinforcement of the branch is necessary.

1. 서론
2. 풍하중 산정
3. 태양광발전 시설물의 구조해석 개요
    3.1. 태양광발전 시설물의 구성
    3.2. 태양광발전 시설물 유한요소 모델링
    3.3. 태양광발전 시설물 모델링 및 재료 물성값
    3.4. 태양광발전 시설물 해석 조건
    3.5. 풍하중 조건
4. 구조해석 결과
    4.1. 태양광발전 시설물 고유치 해석
    4.2. 태양광발전 시설물의 안전성 검토
    4.3. 태양광발전 시설물 프레임 가로보의 거동
5. 결론
감사의 글

• 박광필(정회원 · (재)녹색에너지연구원 상용화사업실 팀장) | Park Kwang Pil (Ph.D./Professional Engineer Technology Commercialization Business Department, Green Energy Institute, 177 Samhyangcheon-ro, Mokpo City, Jeollanam-do 58656, R.O.Korea) 교신저자