Axial Vibration Analysis of Buried Pipeline

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Abstract:

The pipe model is simplified as elastic foundation beam model of Euler-Bernoulli in the paper. The supported forms are fixed support and free support in the analysis of axial vibration. Kelvin viscoelastic foundation model is adopted and the dynamic model of soil spring is regarded as linearity. Applying the principle of Hamilton, the differential equation of axial vibration is deduced. By utilization of the first three-order modal and the orthogoality of main vibration mode, the equations of earthquake excitaiton are discreted and transformed into common form of dynamic equation. A typical numerical example is analyzed by using of the Matlab software.

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Periodical:

Advanced Materials Research (Volumes 518-523)

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3757-3760

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Online since:

May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] G. W. Housner, "Characteristic of Strong-Motion Earthquakes," Bulletin of the Seismological Society of American. New York Vol.37(1947), p.17

Google Scholar

[2] Guodong Zhang and Zhao Wang, "Response Spectra Method for Dom Seismic Response Soil-Structure System ," Journal of Vibration and Shock. Shanghai, Vol.24(2005), p.30

Google Scholar

[3] Lei Zhao and Qiu Chen, "Neumann Dynamic Stochastic Finite Element Method of Vibration for Structures with Stochastic Parameters to Random Excitation," Computers and Structures. United Kingdom, Vol.77(2000), p.651

DOI: 10.1016/s0045-7949(00)00019-5

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[4] Maharaj Kau1, "Stochastic Characterization of Earthquakes through their Response Spectrum," Earthquake Engineering Structure Dynamics, Vol.6(1978), p.497

Google Scholar