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The Elastic-Plastic Time History Analysis on High-Rise Steel Structure about Main Power House of Thermal Power Plant

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Abstract:

in this paper, elastic-plastic time history analysis was carried out on the new power plant structure jointing the boiler steel frame and high-level framework workshop. Results show that main factory building structure owns rather excellent integration stiffness, good seismic performance and outstanding ability to resist lateral deformation. In addition, the interlayer displacement angle satisfies the requirement of seismic deformation calculation under severe earthquake action.

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Info:

Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

214-219

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.214

Citation:

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Online since:

July 2014

Authors:

Huan Qin Liu*, Wei Bin Liu, Ruo Yang Wu

Keywords:

Ability to Resist Lateral, Elastic-Plastic Time History Analysis, Seismic Performance

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] T.G. Zheng. High-rise steel structure design(Mechanical industry press, china2005)(In Chinese).

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[2] Finite element analysis of boiler steel structure's seismic dynamiccharacteristics, 2004. (In Chinese).

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[3] Specification for design of boiler steel structures（GB/T 22395—2008)(In Chinese).

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[4] Load code for the design of building structures（GB 5009—2001）(In Chinese).

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[5] ANSYS, Inc．Ansys Theory Reference．ANSYS Release 9. 0 [R]．November 2004．SAS IP, Inc.

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