The Research Of Quake-proof Performance Of L Phocomelia Shear Wall

The main content of this thesis is that the research of quake-proof performance of L phocomelia shear wall. Analyze the elasto-plastic analysis of phocomelia shear wall of different height- thickness ratio of section, response spectrum curve,with the method of finite element analyze. And then educes the influence of these factors to the research of quake-proof performance of phocomelia shear wall. Consequently, guide design and construction. Expatiate the structure can satisfy the use function, and it also have some excellence like high intensity, great bearing capacity. We also have to pay attention to the conception design of quake-proof, improve the tensibility of components, to insure that the structure is whole safe.Analyze the model of phocomelia shear wall with SAP2000, emphasize the two following contents:(1)Modeling and analyze the L phocomelia shear wall of height-thickness ratio range from 5 to 8. The comparatively of each performance analyze will put up diagrammatically. Mainly reflect the influence that height- thickness ratio to quake-proof performance of L phocomelia shear wall.(2)Analyze the effect of different response spectrum curve to model of L phocomelia shear wall. Investigate the influence of different response spectrum curve to quake-proof performance of L phocomelia shear wall.The analyze above are all make use of SAP2000 finite element analyze. And simulate phocomelia shear wall with film, and carve up to 200mm*200mm gridding, to analyze.