Abstract:Based on the wind tunnel test of wind pressure distribution on Hangzhou Grand Theater, the methods of the wind tunnel test and data processing are introduced in detail, and the distribution of wind pressure of the ellipsoidal surface roof and the conical surface glass gladding at different wind directions are discussed. The experimental results are also compared with the distribution of wind pressure of similar structure on the load code. In order to facilitate structure design, the ellipsoidal surface and the conical surface are divided into several regions based on the structure characteristics and corresponding regional wind pressure is offered. Based on the characteristics of the distribution of wind pressure at different wind directions, the most dangerous wind directions for structural wind resistance design are offered.