The Research of Calculation Method on Vertical Natural Frequency of the New Full-Prefabricated Floor

Chong Fang Sun; Shu Ting Liang; Xiao Jun Zhu

doi:10.4028/www.scientific.net/AMM.846.506

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 846The Research of Calculation Method on Vertical...

The Research of Calculation Method on Vertical Natural Frequency of the New Full-Prefabricated Floor

Abstract:

New-type floor is composed of three kinds of slabs joined together through fittings. It is a kind of anisotropic two-way slab. In order to study the calculation method of natural frequency, series method, variable thickness method and variable stiffness method are adopted to calculate the natural frequency. The calculation results of three methods are compared with test result and numerical simulation result. The conclusion is that the calculation result of the variable stiffness method is the closest to the real natural frequency of new-type floor.

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Periodical:

Applied Mechanics and Materials (Volume 846)

Pages:

506-511

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.846.506

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Online since:

July 2016

Authors:

Chong Fang Sun, Shu Ting Liang*, Xiao Jun Zhu

Keywords:

Natural Frequency, New-Type Floor, Series Method, Variable Stiffness Method, Variable Thickness Method

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References

[1] M. Setareh (2010). Vibration serviceability of a building floor structure. Journal of Performance of Constructed Facilities, 24(6), 508-518.

DOI: 10.1061/(asce)cf.1943-5509.0000135

Google Scholar

[2] GB50010-2010. Code for design of concrete structures.

Google Scholar

[3] Jianfeng Wu (2011). Experimental Research and theoretical analysis on the vertical mechanical behavior of a new all prefabricated floor [D]. Nan Jing: Southeast University.

Google Scholar

[4] Yan Huang (1992). Elastic thin plate theory [M]. Chang Sha: National university of defense technology press.

Google Scholar

[5] Qingzhang Qu (2000). Elastic plate theory [M]. Bei Jing: People's traffic press.

Google Scholar

[6] Rui Pang (2011). Research on the mechanical property and seismic design method of new-type precast RC diaphragms [D]. Nan Jing: Southeast University.

Google Scholar

[7] Deping Fang, Quanfeng Wang (2012). Dynamic behavior analysis of an externally prestressed beam with energy method. Journal of Vibration and Shock, 31(1), 178-181.

Google Scholar

[8] Qiwen Li, Ting Ding, Shengguo Ding (2012). Energy method of calculating natural vibration frequency of rib plate, Shanxi Architecture, 38(26), 33-34.

Google Scholar

[9] Chongfang Sun (2013). Study on vertical vibration comfort of a new full-prefabricated floor [D]. Nan Jing: Southeast University.

Google Scholar

[10] Zhuo Zhuang, fan zhang (2003). ABAQUS nonlinear finite element analysis and instance [M]. Bei Jing: Science press.

Google Scholar