Wind load is the main load of photovoltaic brackets,and the rationality of its parameter values is of great significance for the safety and economy of photovoltaic bracket structures.The wind load value of photo-voltaic brackets is currently mainly based on the standards of the power industry,and the values of their shape coefficient,interference(reduction)coefficient,and wind vibration coefficient are mainly based on the research results of double column fixed brackets,which cannot be fully applicable to the design of all bracket structures.This article focuses on the single row single slope fixed bracket,and studies its shape coefficient,interference(reduction)coefficient,and wind vibration coefficient values through wind tunnel tests and wind vibration response analysis.The results show that the experimental values of body shape coefficient and interference coef-ficient are relatively small,while the wind vibration coefficient value is relatively large;The comprehensive unfavorable values of wind load on the bracket under different inclination angles were given,with the test values in the outer row area being larger and the inner row area being smaller.The research results can provide a basis for standard revision and reference for similar structural design.
万方数据
维普
