Theoretical Model of Suspended Floor under the Seismic Effect

Yu Xin Zhang; Wen Jin Zhang; Jin Ru Zhu

doi:10.4028/www.scientific.net/AMM.713-715.26

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Damping Effect of Suspended Floor in Huge Frame Constructions
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 713-715Theoretical Model of Suspended Floor under the...

Theoretical Model of Suspended Floor under the Seismic Effect

Abstract:

This paper proposes a new idea about damping of suspended floor in huge frame constructions. By using mode-superposition response spectrum method, the inner force and displacement in theory was obtained. Suspended floor system has economical, theoretical, social and humanistic benefits, but is not mature technically. Thus in the end, the paper proposes subsequent researching directions about damping of suspended floor system based on the basic assumption in the program.

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Periodical:

Applied Mechanics and Materials (Volumes 713-715)

Pages:

26-29

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.713-715.26

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Cite this paper

Online since:

January 2015

Authors:

Yu Xin Zhang, Wen Jin Zhang*, Jin Ru Zhu

Keywords:

Damping, Huge Frame Construction, Mode-Superposition Response Spectrum Method, Suspended Floor

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* - Corresponding Author

References

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