The Model Design And Mechanics Behavior Study Of CS Panel-Frame Composite Structure

The development of CS panel structure is accompanying the reform of wall and the industry requirement of building in our country .It has reduced weight, improve the defense capabilities of the earthquake, enhanced the heat preservation and insulation effect, simplified construction methods advantages in the process of producing and using .CS panel structure model established before , including structural columns and non-structural columns model, CS panel as the main load-bearing components, not fully meet the current-generation architecture of the large room, open type of residency requirements, and CS panel structure is generally used for multi-layer structure, in order to expand the CS panel structure,and ,make its superiority to play better, this paper combines the advantages of CS panel structure, CS panel as the main load-bearing structural components, combined with the advantages of frame structure,the concept of CS panel–frame structure was presented.The CS panel–frame structure model was established based on the structure of a frame house a CS panel structure, then use PKPM software calculate the lateral forces on the model and comparise with the frame model to verify the lateral forces of CS panel–frame structure. On this basis, Appropriate CS panel–frame structure model to optimize and enhance its economy and practicality. In order to verify the feasibility of CS panel–frame structureand provide a theoretical basis for further follow-up, then established two different sections of the frame beam bearing with CS panel node finite element model, and apply vertical load on the beam to do non-linear finite element analysis to study the connections of the stress distribution and deformation, see the destruction of the node form. And summed up the influence of the beam cross-section of the nodes and give the corresponding improvement measures.Finally, through the establishment of CS panel–frame structure finite element model,combined with the use of finite element analysis software ANSYS modal response spectrum method for getting displacement and the internal forces of the composite structure in the X direction under seismic force. See the distribution and action of internal forces of CS panel and frame in the horizontal seismic.Summary the performance of CS panel and frame work together .