New Method for Static Analysis of Frame Structures Considered Floor Deformation

Hua Zhang; Li Huang

doi:10.4028/www.scientific.net/AMM.501-504.518

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504New Method for Static Analysis of Frame Structures...

New Method for Static Analysis of Frame Structures Considered Floor Deformation

Abstract:

The piecewise continuum technique was used for the frame structure and a series-parallel system was taken for the mathematical model for the structure in which the deformation of floor slab had to be considered, and its state space equations were derived. Then the numerical solution of deformations and internal forces were obtained by using of state method. It is shown that the method of this paper has the advantages of less computation work and high precision.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

518-522

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.518

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Online since:

January 2014

Authors:

Hua Zhang, Li Huang

Keywords:

Floor Deformation, Frame Structure, State Space Method, Static Analysis

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References

[1] Shi-hua Bao, Si Yuan. The Ordinary Differential Equation Solver for Free Vibration of Tall Building Structure Considered Floor Deformation. Journal of Building Structure, 1995（8）: 40-48 (in Chinese).

Google Scholar

[2] Shi-hua Bao. New Edition of Tall Building Structures. China Water Conservancy and Hydropower Press(in Chinese).

Google Scholar

[3] Qi-ping Hu, Ming Lu. New Method for Coordination Analysis of Tube-in-Tube Strucyures[J]. Engineering Mechanics(Sup. ), 2007: 150-153(in Chinese).

Google Scholar

[4] Qiping Hu, Hua Zhang. State Space Methods for Analysis of Frame-Shear Wall-Thin Walled Core Skew Combined Structure [J]. Engineering Mechanics, 2006, 23(4): 125~129. (in Chinese).

Google Scholar