| In this paper, the existing "Seismic Design of Buildings" in content an d design of energy dissipation at home and abroad results in this direction, firs t step of energy dissipation design, methods, design features and analysis meth ods, were summarized, using the current generic ETABS finite element analysis software to calculate the structural analysis. L3 by a layer of reinforced concr ete frame structure and the 18-storey building in Xichang City of reinforced co ncrete frame - shear wall structure for the study of residential projects, built w ithout any damper system of the structure and installation of viscous fluid dam pers The structure of energy dissipation structure of the program two different t hree-dimensional model, in x direction and Y to enter the ELCentro wave, resp ectively, Taft wave and artificial wave, earthquake, and in many under severe e arthquake analysis and response time history spectral analysis, and seismic analy sis of the effects of both contrast.One pair of 8 degrees in the area does not meet the specifications of the 13-story reinforced concrete frame structures seismic retrofit design, install ation and viscous dampers to reinforce the structure after the structure and the calculation is not installed on the results of response spectrum analysis and c omparison of time history analysis, the main including the two structures story drift, floor displacement, acceleration, top, top displacement, the maximum story shear force, axial force and shear-side comparison of columns to verify the st ructure of the damping effect of energy dissipation, the results meet the specifi cation safety requirements.Two pairs in the area does not meet the regulatory requirements of 9 degrees to 18 layers of irregular frame - shear wall for seismic strengthening d esign, installation viscous dampers and anti-buckling support structure and the e nergy dissipation of any energy-consuming device is not installed when the stru cture Comparison of process analysis, including dynamic characteristics, floor di splacement, story drift, story shear force comparison of the maximum terms, th e results reinforced to meet the specifications,... |