In recent years

monolayer cable net point-supporting glass curtain wall is adopted widely due to its simplicity and limpidity. It is mainly destroyed by wind load

but research of the dynamic characteristic of this kind of structure is only a few. This paper uses the harmonic wave superposition method to simulate the curve of fluctuating wind

and obtain the wind load further. By using finite element analysis software

this paper analyzes monolayer cable net point-supporting glass curtain wall under dynamic wind load in time domain and studies the influence of thickness of glass panel

area of cross-section of tensile cable

and pretension of tensile cable on load-bearing performance of curtain wall under dynamic wind load

and provides reference for the design of curtain wall in the future.