Time-domain soil-structure interaction analysis of nuclear facilities

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• 作者：Justin L. Coleman^a ; ^{justin.coleman@inl.gov" class="auth_mail" title="E-mail the corresponding author} ; Chandrakanth Bolisetti^a ; ¹ ; ^{chandrakanth.bolisetti@inl.gov" class="auth_mail" title="E-mail the corresponding author} ; Andrew S. Whittaker^b ; ² ; ^{awhittak@buffalo.edu" class="auth_mail" title="E-mail the corresponding author}
• 刊名：Nuclear Engineering and Design
• 出版年：2016
• 出版时间：March 2016
• 年：2016
• 卷：298
• 期：Complete
• 页码：264-270
• 全文大小：1511 K

文摘

The Nuclear Regulatory Commission (NRC) regulation 10 CFR Part 50 Appendix S requires consideration of soil-structure interaction (SSI) in nuclear power plant (NPP) analysis and design. Soil-structure interaction analysis for NPPs is routinely carried out using guidance provided in the ASCE Standard 4-98 titled “Seismic Analysis of Safety-Related Nuclear Structures and Commentary”. This Standard, which is currently under revision, provides guidance on linear seismic soil-structure-interaction (SSI) analysis of nuclear facilities using deterministic and probabilistic methods. A new appendix has been added to the forthcoming edition of ASCE Standard 4 to provide guidance for time-domain, nonlinear SSI (NLSSI) analysis. Nonlinear SSI analysis will be needed to simulate material nonlinearity in soil and/or structure, static and dynamic soil pressure effects on deeply embedded structures, local soil failure at the foundation-soil interface, nonlinear coupling of soil and pore fluid, uplift or sliding of the foundation, nonlinear effects of gaps between the surrounding soil and the embedded structure and seismic isolation systems, none of which can be addressed explicitly at present.

Appendix B of ASCE Standard 4 provides general guidance for NLSSI analysis but will not provide a methodology for performing the analysis. This paper provides a description of an NLSSI methodology developed for application to nuclear facilities, including NPPs. This methodology is described as series of sequential steps to produce reasonable results using any time-domain numerical code. These steps require some numerical capabilities, such as nonlinear soil constitutive models, which are also described in the paper.