Nonlinear Dynamic Analysis of the Damping Frame Structure System

Abstract:

Abstract. In the paper, take full account of energy dissipation operating characteristics. Interlayer shear-frame structure for the analysis of the Wilson-Θmethod ELASTOPLASTIC schedule, the design of a nonlinear dynamic time history analysis procedure. On this basis, taking into account the restoring force characteristics of the energy dissipation system, the inflection point in the restoring force model treatment, to avoid a result of the calculation results of distortion due to the iterative error. A frame structure seismic response time history analysis results show that: the framework of the energy dissipation significantly lower than the seismic response of the common framework, and its role in the earthquake when more significant.

• Periodical: Advanced Materials Research (Volumes 594-597)
• Pages: 886-890
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.594-597.886
• Online since: November 2012
• Authors: Gan Hong, Mei Li, Yi Zhen Yang
• Keywords: Consumers Can Support Framework, Restoring Force, Time History Analysis

References

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