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- W3143606643 abstract "Seismic fortification intensity has been adjusted in some areas which were affected in the Wenchuan-earthquake.It was seismic strengthening for most of the buildings especially the public buildings after the adjustment.In order to ensure the seismic performance of the structure after reinforcement,the analysis method based on performance was gradually applied in the large and complex engineering structure analysis.A large span sports training center was used taking construction as background.According to the fact that the fortification intensity was improved from 6 degrees to 7 degrees,Push-Over method was used to analyze the structure's elastic-plastic performance under the action of the rare earthquake of 7 degrees by using the finite element models with the mild steel damper before and after reinforcement.The internal force,deformation and destruction of the structure were studied in the action of the rare earthquake,comparing the dynamic characteristics and seismic performance of the models,and researching distribution of weak links and plastic hinge of the models under the large earthquake.The results show that the models can meet collapse resistant checks under 7 degrees of the rare earthquake before and after reinforcement.The second floor of the original structure is relatively weak,and it can emerge local damage easily.But the structure's stiffness is more uniform after reinforcement,and the structure has large resistance of the collapsed ability." @default.
- W3143606643 created "2021-04-13" @default.
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- W3143606643 date "2012-01-01" @default.
- W3143606643 modified "2023-09-24" @default.
- W3143606643 title "Study on earthquake resistant performance of a large span structure strengthened with HADAS" @default.
- W3143606643 hasPublicationYear "2012" @default.
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