The Uncertainty in Shape Parameter Predictions of Seismic Design Spectra for Nuclear Power Plant

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Aiming at the uncertainty of design spectrum raised by the construction methods, a comparative study is conducted in which different methodologies performed calculations of seismic response spectra using the same set of ground motion data from recent large earthquakes. The results of the research allowed some estimates to be made of the scaling method and model uncertainty involved in these calculations. These results were compared with the uncertainty derived from the proposed spectrum of a double-parameter-based bi-normalized response spectrum (DPBNS) approach. It is concluded that the sources of uncertainty that the results reflected are mainly impacted by the spectral type, scaling parameters, as well as imposed fixed conditions adopted in the calculations, for the scaling of the design spectra. Then, a discussion is provided on the limitations of these predications, in particular, of the approaches adopted in the construction of seismic spectra.

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2025-2029

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Chopra AK. Dynamics of structures: Theory and Application to Earthquake Engineering, 2nd Edition. Prentice-Hall, NJ, (2001).

Google Scholar

[2] Mohraz B, Sadek F. Earthquake Ground Motion and Response Spectra. The Seismic Design Handbook, 2nd Edition, CD-ROM, 2000, Chapter 2.

DOI: 10.1007/978-1-4615-1693-4_2

Google Scholar

[3] USAEC, 1973. Design response spectra for seismic design of nuclear power plants, Regulatory Guide RG1. 60. Atomic Energy Commission, Washington, DC.

Google Scholar

[4] Newmark NM, Hall WJ. 1969. Seismic design criteria for nuclear reactor facilities. Proceedings of the 4th World Conference on Earthquake Engineering, B4, Santiago, Chile, PP. 37-50.

Google Scholar

[5] Seed HB, Ugas C, Lysmer J. Site-Dependent Spectra for Earthquake Resistance Design[J]. Bull. Seism. Soc. Am., 1976, 66(1): 221-243.

DOI: 10.1785/bssa0660010221

Google Scholar

[6] Mohraz B. 1976. A study of earthquake response spectra for different geological conditions, Bull. Seism. Soc. Am., 66(3): 915-935.

Google Scholar

[7] Malhotra PK. 2001. Response spectrum of incompatible acceleration, velocity and displacement histories, Earthquake Eng. Struct. Dyn. 30(2): 279-286.

DOI: 10.1002/1096-9845(200102)30:2<279::aid-eqe11>3.0.co;2-q

Google Scholar

[8] Malhotra PK. 2006. Smooth spectra of horizontal and vertical ground motions, Bull. Seism. Soc. Am., 96(2): 506-518.

Google Scholar

[9] China Earthquake Administration (1997), Code for Seismic Design of Nuclear Power Plants (GB50267-97), Beijing. Standard Press.

Google Scholar

[10] Guo YX, Wang ZS. Standard design spectra for nuclear power plants in China. World Earthquake Engineering, 1993, (2): 31-36. (in Chinese).

Google Scholar

[11] Xu LJ, Yang SC, Xie LL. Response spectra for nuclear structures on rock sites considering the near-fault directivity effect. Earthquake Engineering and Engineering Vibration, 2010, 9: 357-365.

DOI: 10.1007/s11803-010-0020-6

Google Scholar

[12] Xu LJ, Yang SC, Xie LL. Design spectra for nuclear power plant based on recent large earthquakes. Journal of Southeast University, 2011, 41(3): 630-635. (in Chinese).

Google Scholar

[13] Chopra AK. Elastic response spectrum: A historical note. Earthquake Eng. Struct. Dyn. 2007, 36: 3-12.

Google Scholar