1,071
Views
4
CrossRef citations to date
0
Altmetric
Review

Seismic analysis of nuclear power plants by using three-dimensional finite element models: a review

ORCID Icon, , &
Pages 1-16 | Received 15 May 2018, Accepted 01 Oct 2018, Published online: 01 Nov 2018

Figures & data

Figure 1. Schematic of ABWR reactor building.

Figure 1. Schematic of ABWR reactor building.

Figure 2. Examples of SSI analysis models.

Figure 2. Examples of SSI analysis models.

Figure 3. 3D FEM of primary structures for AP1000.

Reprinted from Nuclear Engineering and Design, 237, Tuñón-Sanjur L. et al., Finite element modeling of the AP1000 nuclear island for seismic analyses at generic soil and rock sites, 1474–1485, Copyright (2007), with permission from Elsevier.

Figure 3. 3D FEM of primary structures for AP1000.Reprinted from Nuclear Engineering and Design, 237, Tuñón-Sanjur L. et al., Finite element modeling of the AP1000 nuclear island for seismic analyses at generic soil and rock sites, 1474–1485, Copyright (2007), with permission from Elsevier.

Figure 4. LMBM of substructures for AP1000.

Reprinted from Nuclear Engineering and Design, 237, Tuñón-Sanjur L. et al., Finite element modeling of the AP1000 nuclear island for seismic analyses at generic soil and rock sites, 1474–1485, Copyright (2007), with permission from Elsevier.

Figure 4. LMBM of substructures for AP1000.Reprinted from Nuclear Engineering and Design, 237, Tuñón-Sanjur L. et al., Finite element modeling of the AP1000 nuclear island for seismic analyses at generic soil and rock sites, 1474–1485, Copyright (2007), with permission from Elsevier.

Figure 5. 3D FEM of multi-axis loading tests on RC shear walls.

Reprinted from Nuclear Engineering and Design, 295, Syed S. and Gupta A., Seismic fragility of RC shear walls in nuclear power plant part 2: Influence of uncertainty in material parameters on fragility of concrete shear walls, 587–596, Copyright (2015), with permission from Elsevier.

Figure 5. 3D FEM of multi-axis loading tests on RC shear walls.Reprinted from Nuclear Engineering and Design, 295, Syed S. and Gupta A., Seismic fragility of RC shear walls in nuclear power plant part 2: Influence of uncertainty in material parameters on fragility of concrete shear walls, 587–596, Copyright (2015), with permission from Elsevier.

Figure 6. 3D FEM of reactor pressure vessel.

Figure 6. 3D FEM of reactor pressure vessel.

Figure 7. 3D FEM of Hualien large-scale seismic test.

Reprinted from Nuclear Engineering and Design, 295, Kabanda J. et al., Time and frequency domain analyses of the Hualien large-scale seismic test, 261–275, Copyright (2015), with permission from Elsevier.

Figure 7. 3D FEM of Hualien large-scale seismic test.Reprinted from Nuclear Engineering and Design, 295, Kabanda J. et al., Time and frequency domain analyses of the Hualien large-scale seismic test, 261–275, Copyright (2015), with permission from Elsevier.

Figure 8. 3D FEM of containment structure.

This figure is reprinted under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/).

Figure 8. 3D FEM of containment structure.This figure is reprinted under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/).

Table 1. Key directions for future studies

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.