以镇江体育会展中心体育场、体育会展馆为研究对象,结合风洞试验结果,分析了该工程钢结构屋盖的风压分布情况,得到了屋盖的风荷载体型系数以及相应的等效静力风荷载,并介绍了风洞试验结果应用于该工程结构设计的基本过程。分析结果表明,屋盖各区域在不同风向角下具有不同的体型系数,等效静力风荷载的分析与应用应考虑各区域的差异。 With the stadium and gymnasium of Zhenjiang Sports Convention and Exhibition Center as the research object and the wind tunnel test results, the wind pressure distribution of the roof of the steel structure is analyzed. The wind load coefficient of the roof and the equivalent static equivalent Wind load, and introduced the wind tunnel test results applied to the basic structure of the engineering design process. The analysis results show that the roof area has different body size coefficients under different wind direction angles. The analysis and application of equivalent static wind load should consider the differences among different regions.