Title: Nonlinear time history analysis of laminated rubber base isolation structure
Abstract: The large finite element software ANSYS was used to analyze dynamic time history of the base-isolated and the base-fixed multistory reinforced concrete frame structure.The earthquake response of building under the same seismic condition was compared with accelerations,floor shear,floor displacement and damping ratio between the base-isolated and the base-fixed structure.The results show that the seismic response of reinforced concrete frame structure obviously reduces with base isolation technology.
Publication Year: 2013
Publication Date: 2013-01-01
Language: en
Type: article
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