Considering the complicated distribution of wind load on the surface of the tall building

the 1:300 scale model test of YingLi building is completed in the No.2 environment wind tunnel

which belongs to the State Key Lab of Environmental Engineering College

Beijing University. Based on the calculation and analysis of the test results

this paper discusses the coefficient of wind-induced vibration and shape coefficient of wind load

gives the maximum and minimum value of surface wind load

which can be used for the wind resistant design and insure the security of the building under 100 years return period wind load.