Tests for wind load distribution model of solar panels
MA Wenyong1,2,SUN Gaojian2,LIU Xiaobing1,2,XING Keyong3,LIU Qingkuan1,2
Author information+
1.The Key Laboratory for Health Monitoring and Control of Large Structures,Shijiazhuang 050043,China;
2.Civil Engineering College,Shijiazhuang Tiedao University,Shijiazhuang 050043,China;
3.Hebei Electric Power Design & Research Institute,Shijiazhuang 050043,China
A primary reason for wind induced failure of a solar panel and its support structure is the imperfect method for its wind resistance design,especially,the wind load distribution model.Through a rigid model pressure test in a wind tunnel to obtain the distribution law of shape coefficients of the solar panel surface and the whole wind load on the solar panel,a four-corner-distribution model and an eccentric moment model considering effects of both inclination and wind induced moments were proposed.Three wind load models including uniform distribution model,trapezoidal distribution one and eccentric moment one were given in term of structural features of a solar panel.Deficiencies and improvement measures of wind load models used currently in the solar panel design were analyzed.Through comparing the three wind load models mensioned above,a guidance was provided for correctly choosing wind load in the anti-wind design of solar panels.
MA Wenyong1,2,SUN Gaojian2,LIU Xiaobing1,2,XING Keyong3,LIU Qingkuan1,2.
Tests for wind load distribution model of solar panels[J]. Journal of Vibration and Shock, 2017, 36(7): 8-13
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