Study on the Simplification Way of the Bent Part of the Frame-Bent Structure Using FEM Analysis

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Abstract:

Frame-bent structure is usually used in the power plants, and in many cases the bent part of it is usually simplified as an articulated bar. To prove the rationality of this simplification, in this paper, two models of one frame-bent structure are built and let them experience earthquake waves from different directions by the mode-superposition response spectrum way, then the shear that each column bears can be calculated .Through the data we get ,the judgment about the rationality of the simplification way can be made

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Periodical:

Advanced Materials Research (Volumes 374-377)

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2505-2508

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October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Uniform Building Code(UBC).Structral Design Provision,International Conference of Building Officilas (ICBD) [J].(1997)

Google Scholar

[2] FEMA(1998)NEHRP Recommended Provisions for Seismic Regulations for Building and other Structures(1997Edition) [J].FEMA303,Feb,(1998)

Google Scholar

[3] New Zealand Standard. Code of Practice for General Structure Design and Design loadings for Buildings(NZS4023:1992) [J].Standard Association of New Zealand,(1992)

Google Scholar

[4] shunsuke.Otani.Development of Performance-based technology in Japan.Proceeding ,Workshop on Seismic Design Methodologies for the Next Generation of Codes[J],Bled,skivenia, A,A Balkan,porterdam,june1997

Google Scholar

[5] Jack E Moehle. Attempts to introduce Modern performance Concepts into old Seismic Code[J]. inproc. China-united States Bilsteral of Workshop on Seismic Codes, Guangzhou, China, December (1996)

Google Scholar

[6] Vmay k.Gupta and Mihailo D Trifunac A Note on Contributions of ground torsion to Seismic Response of Symmetric Multistoried Building[J]

Google Scholar

[7] Rutenberg A.etal rotational Ground Motion and Seismic Codes[J].Canadian Journal of Civil Engineering,1985,12(3).

Google Scholar