Nonlinear dynamic stability analysis of point-supported single layer latticed intersected cylindrical shell structures;

Structural form and behavior of single-layer latticed intersected cylindrical shell(LICS);

Study on Stability and Numerical Simulation of Wind-Loading of Arch-supported Latticed Groined Barrel Vault;

Based on nonlinear finite element theory,the whole geometrical nonlinear static stability of the single layer latticed intersected cylindrical shell structures is analyzed.

Based on nonlinear finite element theory,this paper analyzes the whole geometrical nonlinear stability of the single layer latticed intersected cylindrical shell structures.

In this paper three patterns of partial double-layer LICS were first proposed,then based on the pattern of partial double-layer LICS, different analysis models of nonlinear, linear, rigid joint and pin joint were compared, and linear property of double-layer region and no.

The mechanical behaviors research of prestressed arch-supported single-double-layer reticulated shell structures;