About Seismic support photovoltaic support investment
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6 FAQs about [Seismic support photovoltaic support investment]
Do ground-mounted photovoltaic (PV) modules have seismic performance?
Policies and ethics This paper presents the seismic performance of ground-mounted photovoltaic (PV) modules. The seismic performance of the PV module is evaluated for sets of near-field (NF) and far-field (FF) ground motion records.
How is the seismic performance of a PV module evaluated?
The seismic performance of the PV module is evaluated for sets of near-field (NF) and far-field (FF) ground motion records. The selected ground motions are matched to the target spectra in IS-1893 (Part-I):2016 for different soil conditions and seismic intensities. The varied capacity and supporting module systems are considered in the analysis.
What are the requirements for photovoltaic support design?
According to the design requirements of power station, in the photovoltaic support design process, the array structure strength should meet the environmental requirements, such as the wind load 1.05 kN/m2, the snow load 0.89 kN/m2, and the basic parameters were shown in table 1.
How is seismic analysis done in a ground-mounted PV module?
The seismic analysis of the ground-mounted PV module is done for various seismic conditions. The NF and FF real ground motions are selected to perform the time history analysis. The desired ground motions are matched to the target spectra given in Indian Standard Code IS-1893:2016 (part 1).
What are the characteristics of photovoltaic support?
At present, the photovoltaic support is mostly steel structure in the market, but the aluminum profile has the characteristics of light weight, beautiful appearance, corrosion resistance and other characteristics, which has attracted the attention of the market [1-4].
Can SAP2000 be used to design a fixed photovoltaic support?
Taking an engineering project in Japan as an example, the SAP2000 software was used in this paper to carry out the analysis and research on the bearing capacity of the fixed photovoltaic support under various load conditions, so as to provide a reference method for the structural design of the fixed photovoltaic support.
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