Energy Dissipation Analysis of Composite Frame Structure with Supplemental Viscous Dampers

Shao Wei Duan; Wei Huang; Xian Tan

doi:10.4028/www.scientific.net/AMM.501-504.1498

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Seismic Response Characteristics of Tunnel Entrance during the Propagation of Rayleigh Wave
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Energy Dissipation Analysis of Composite Frame Structure with Supplemental Viscous Dampers
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Energy Dissipation Analysis of Composite Frame...

Energy Dissipation Analysis of Composite Frame Structure with Supplemental Viscous Dampers

Abstract:

With a 10 layer of concrete filled square steel tubular column beam frame structure as the object of study ,discrete structure into multiparticle system and establish a dynamic differential equation,solve this dynamic equation by Newmark -β method .Establish thefinite element model of the structure is based on Sap2000 ,then dynamic elastic-plastic time history analysis are carried out, the research results show that the dynamic characteristics of structure,s story drifts,story shear and acceleration with energy dissipating devices are smaller than the model without energy dissipating devices under different earthquake intensities. the damped effect is considered obvious.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1498-1502

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1498

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Online since:

January 2014

Authors:

Shao Wei Duan, Wei Huang*, Xian Tan

Keywords:

Concrete Filled Steel Tubular Composite Frame Structures, Elastic-Plastic Time History Analysis, Sap2000, Viscous Damper

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