A Method of Optimum Installation of the Viscoelastic Damper on the Steel Frame Structure

Li Ming Li; Cheng Wei Huang; Cheng Shen; Yi Tian

doi:10.4028/www.scientific.net/AMR.919-921.1027

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921A Method of Optimum Installation of the...

A Method of Optimum Installation of the Viscoelastic Damper on the Steel Frame Structure

Abstract:

The main purpose of optimum installation of the viscoelastic damper is to make the structure has a better seismic capacity.So we need find a reasonable objective function and a method to solve this function.This paper put forward a kind of optimization method based on the performance objective,explore suitability and feasibility of this method on the steel frame structure,and analyse the results compare with other optimization methods.The analytical method and the results has certain guiding significance for optimization of the viscoelastic damper in practical engineering.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

1027-1030

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.1027

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Online since:

April 2014

Authors:

Li Ming Li, Cheng Wei Huang, Cheng Shen, Yi Tian

Keywords:

Optimum Installation, Time History Analysis, Viscoelastic Dampers

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References

[1] The nationl standard of the People's Republic of China, Code for seismic design of buildings (GB50011-2010), China Architecture & Building Press, (2010).

Google Scholar

[2] Mingfeng Huang, Jiaxiang Tang, Optimum Installation of the Viscoelastic Dampers for the Tower Structures[J], Journal of Huazhong University of Science and Technology, 2001, 29(11) : 73-75.

Google Scholar

[3] Qin Zhang, Wenjuan Lou, Yong Chen, Objective Functions And Their Implementing Method of Location Optimum of Viscoelastic Dampers[J], Industrial Construction, 2003, 33(6): 10-13.

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