The Initial Stress Effect on Seismic Performance of Frame Structure

Fei Le Liu; Chao He Chen

doi:10.4028/www.scientific.net/AMM.353-356.2131

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356The Initial Stress Effect on Seismic Performance...

The Initial Stress Effect on Seismic Performance of Frame Structure

Abstract:

For frame structure, due to the uneven settlement of foundation, makes the whole framework of system with initial stress caused by uneven displacement, thus produce unfavorable influence on seismic performance of frame structure. By PMCAD modeling software and finite element module SATWE, analyse the initial stress effect on seismic performance of frame structure.Results show that under the influence of initial stress, the frame structure seismic performance declined.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2131-2133

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2131

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Online since:

August 2013

Authors:

Fei Le Liu, Chao He Chen

Keywords:

Frame Structure, Initial Stress, Seismic Performance

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References

[1] Fintel, M. and Ghosh, S.K. (1982) Explicit inelastic dynamic design procedure for aseismic structures, Journal ACI 79, 2, pp.110-118.

DOI: 10.14359/10886

Google Scholar

[2] JRA (1996), Japan Road Association, "Design specifications of highway bridges, part I common part, part II steel bridges, part III concrete bridges, part IV foundations and part V seismic design.

DOI: 10.3403/30305125

Google Scholar

[3] Loeding, S. Kowalsky, M.J. and Priestley, M.J.N. (1998) Displacement-based design methodology applied to R.C. Building frames,. Report SSRP 98/06 Structures Department, UCSD, 296pp.

Google Scholar

[4] SANZ (1992) NZS4203 Code of Practice for General Structural Design and Design Loadings for Buildings, NZ Standards Association, Wellington.

Google Scholar

[5] Lade, P.V. 1993. Initiation of static instability in the submarine Nerlerk berm. Canadian Geotechnical Journal, 30(6): 895–904. doi: 10. 1139/t93-088.

DOI: 10.1139/t93-088

Google Scholar

[6] Oda, M., Koishikawa, I., and Higuchi, T. 1978. Experimental study of anisotropic shear strength of sand by plane strain tests. Soils and Foundations, 18(1): 25–38.

DOI: 10.3208/sandf1972.18.25

Google Scholar