Abstract：
This paper used ANSYS finite element analysis method to analyze the single-storey cable net structural mechanical characteristics of the atrium cable-net curtain wall on east and west facades of Petro China Building project. Inverted disassemble method was used for final state consideration and simulative construction computation of the cable-net structure. Design and construction process of this kind of complex flexible supporting structure were introduced in details, including simulative calculation of load calculation condition, bearing capacity, deformability and stretching process, with consideration of the influences of prestress, geometrical nonlinearity and boundary condition.
WANG Bin. Mechanical Analysis on Single-Storey Plane Cable-Net Structure Construction of Petro China Building[J]. Architecture Technology, 2017, 48(2): 130-.
