The present invention relates to photovoltaic generation and transmission ＆ distribution electro-technical field, and in particular to one kind is without steel construction overhead type
beam of support 图 1 柔性光伏支架结构布置(单跨) Fig. 1 Flexible photovoltaic support arrangement （single span） 图 2 污水池上柔性光伏电站（5跨连续） Fig. 2 Flexible
4. • Thin-Film Solar Cells Another commonly used photovoltaic technology is known as thin-film solar cells because they are made from very thin layers of semiconductor material, such as cadmium telluride or copper indium
Flexible photovoltaic systems are suitable for buildings with complex shape envelopes, such as harvest silos, traditional islamic buildings, and petrochemical tanks. This critical phase can provide a portion of the electrical
Traditional rigid photovoltaic (PV) support structures exhibit several limitations during operational deployment. Therefore, flexible PV mounting systems have been developed. These flexible PV supports, characterized by
1 中国矿业大学力学与土木工程学院,江苏 徐州. 2 西南交通大学土木工程学院,四川 成都. 收稿日期：2023年2月27日；录用日期：2023年3月19日；发布日期：2023年3月29日. 摘要. 在全球
load in the northern region. Compared with a rigid support, flexible photovoltaic support is more sensitive to wind load and has large deformation under the static action of snow load. In
Traditional rigid photovoltaic (PV) support structures exhibit several limitations during operational deployment. Therefore, flexible PV mounting systems have been developed. These flexible PV supports, characterized by their heightened sensitivity to wind loading, necessitate a thorough analysis of their static and dynamic responses.
Proposed equivalent static wind loads of large-span flexible PV support structure. Flexible photovoltaic (PV) support structure offers benefits such as low construction costs, large span length, high clearance, and high adaptability to complex terrains.
This suggests that the deflection of the flexible PV support structure is more sensitive to fluctuating wind loads compared to the axial force. Considering the safety of flexible PV support structures, it is reasonable to use the displacement wind-vibration coefficient rather than the load wind-vibration coefficient.
The traditional rigid PV support systems face several issues and limitations, such as the requirement for large land areas, which constrain their deployment and development, especially in eastern regions . In response to these challenges, flexible PV support systems have rapidly developed.
Cable-supported photovoltaic (PV) modules have been proposed to replace traditional beam-supported PV modules. The new system uses suspension cables to bear the loads of the PV modules and therefore has the characteristics of a long span, light weight, strong load capacity, and adaptability to complex terrains.
The flexible PV modules support system primarily consists of a lower supporting structure, upper tension cables, and PV modules. The system comprises 3 spans and 12 rows, with span length being 45 m in length and bay length being 3 m.
