Dynamic Response Analysis of Steel Rope Impact on Asymmetric Twin Tower Building with Large Bases

Qiong Fen Wang; Ji Yao; Hui Min Wang; Chun Li Guo

doi:10.4028/www.scientific.net/AMM.166-169.487

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Dynamic Response Analysis of Steel Rope Impact on...

Dynamic Response Analysis of Steel Rope Impact on Asymmetric Twin Tower Building with Large Bases

Abstract:

The FEM model of asymmetric twin tower building with large bases was established with FE-program ANSYS. The influences of steel rope on the structural dynamic characteristics were analyzed. The x-direction level seismic excitation were input with the help of time-domain analysis method, the influence of steel rope on the top’s acceleration ,the bottom shear force and bending moment of the structure were researched. Some useful results were obtained.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

487-492

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.487

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Online since:

May 2012

Authors:

Qiong Fen Wang, Ji Yao, Hui Min Wang, Chun Li Guo

Keywords:

Dynamic Response, Large Bases, Steel Rope, Time-Domain Analysis, Vibration Mode

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References

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