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Damping Control Study on Concrete Filled Steel Tube Frame Structure with Viscous Damping Walls
In this paper, using the Sap2000 analysis software, established the analysis model of high-rise reinforced concrete filled steel tube frame structure, in allusion to the damping effect in different number, different layout and different spectral characteristics, and carried out the optimization of damping wall configuration scheme. According the calculations, comparing the influence of seismic performance between the original structure and after optimization of concrete filled steel tube structure in the condition of earthquake, the results showed that the viscous damping walls in the structure damping control effect is obvious.
Damping Control Study on Concrete Filled Steel Tube Frame Structure with Viscous Damping Walls
In this paper, using the Sap2000 analysis software, established the analysis model of high-rise reinforced concrete filled steel tube frame structure, in allusion to the damping effect in different number, different layout and different spectral characteristics, and carried out the optimization of damping wall configuration scheme. According the calculations, comparing the influence of seismic performance between the original structure and after optimization of concrete filled steel tube structure in the condition of earthquake, the results showed that the viscous damping walls in the structure damping control effect is obvious.
Damping Control Study on Concrete Filled Steel Tube Frame Structure with Viscous Damping Walls
Applied Mechanics and Materials ; 577 ; 1154-1157
2014-07-04
4 pages
Article (Journal)
Electronic Resource
English
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