毕设英文文献翻译.doc

The analysis of Frame - shear wall structure model Lin Pan, Yanqing Zhang Keywords: equivalent model; RC frame-shear wall structure; static elastic -plastic analysis Abstract. On the basis of analysis of shear wall’s simplified model—equivalent model, this article investigates its application in RC frame-shear wall structure from static elastic -plastic calculation, which carries out elastic -plastic analysis compare with wall unit and equivalent model and illuminates simplified model’s feasibility in RC frame-shear wall structure static elastic -plastic analysis under the maximum earthquake action. 1 Preface With the economic and social development, high-rise buildings have become the trend of modern urban architecture. Reinforced concrete frame - shear wall structure, because of its lateral stiffness, it can reduce the lateral effectively, multi-channel seismic line of defense and with good seismic performance, combined with the frame structure and wall structure of the advantages has great scope. Earthquakes in mainland China is the worlds largest concentration of one of the countries[1]，a strong earthquake caused great damage to buildings. Analysis of the performance of various types of structures made of various types of seismic performance evaluation methods to help improve the performance of various types of seismic assessment. Seismic design of shear-type multi-frame structure based on static analysis, while the frame - shear wall structure is studied less. In this paper, it simplifies the analysis and comparison of shear wall model which based on the combined frame - shear wall structure of the deformation characteristics, and then solves the problem under the action of static elastic-plastic such as generation of the framework of a simplified model using the analytical framework - shear wall structure in rare earthquake. 2 Frame - shear wall structure, static analysis of the simplified model. 2.1 Macro model Macro-model is the most importa