| CS panel structure,a new structural system,is firstly to be brought up abroad and internally,which is valuable to popularize and whose development and application orientate the requirement of the innovation of wall. At present, CS panel structure also halt in the theory stage. Although there are lots of experiments and finite element analysis for the properties of the CS wall, it still don't make the experiment for the property of the integral structure of CS wall except it make the computer's simulate .it is still make lots of the experiments to search for the CS wall's reaction in the effect of earthquake.The studies as follows are made.A 1:2.8 experiment model with a new kind of profiled bar is designed. The dynamic characteristics such as frequency, model shape and damping are tested using modal analysis method.According to the simplified method in the code for Seismic Design of Buildings the model is simplified and computed. Application of CS panel structure is valuated through the comparison between computed and tested results. Modified formula advanced by the finite element analysis is proved.At last, the model is simulated using the ABAQUES. Some approximate theory are brought up to simulate it and the dynamic characteristic of the model is computed. The seismic acting force of CS panel structure is computed using the simplified method mentioned in the Code For Seismic Design of Buildings which is suitable for computing the seismic acting force of the CS panel structure Comparing the results obtained by history analysis with the results got using the simplified method. |