Nonlinear Seismic Responses Analysis of Jinwan Square No.9 Building

Abstract:

Nonlinear time history seismic analysis of Jinwan square No. 9 building under strong earthquake is made. Three dimension structural nonlinear analysis and performance estimate programme Perform-3D is used to establish the calculatrion model. FEMA beam, shear strength section are used to set up the frame beam element modal; Moment plastic hinge, shear plastic hinge and elastic beam section are used to set up the link beam element modal; FEAM column and shear strength section are used to set up the column element modal; fiber wall element is used to model the sheae wall. Performances of the structure under strong earthquake are analysed. Numerical calculation results indicate that the structure design satisfies the preestablished performance targets.

• Periodical: Advanced Materials Research (Volumes 919-921)
• Pages: 999-1002
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.919-921.999
• Online since: April 2014
• Authors: Lin Qi*, Zhao Wei Huang, Xue Ying Hu
• Keywords: Nonlinear, Performance Estimate, Surper High Rise, Time History

References

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