Seismic isolation of small modular reactors using metamaterials
Adaptation of metamaterials at micro- to nanometer scales to metastructures at much larger scales offers a new alternative for seismic isolation systems. These new isolation systems, known as periodic foundations, function both as a structural foundation to support gravitational weight of the supers...
| Main Authors: | , , , , , , , |
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| Format: | Article |
| Language: | English |
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AIP Publishing LLC
2018-04-01
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| Series: | AIP Advances |
| Online Access: | http://dx.doi.org/10.1063/1.5020161 |
| _version_ | 1819118420771209216 |
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| author | Witarto Witarto S. J. Wang C. Y. Yang Xin Nie Y. L. Mo K. C. Chang Yu Tang Robert Kassawara |
| author_facet | Witarto Witarto S. J. Wang C. Y. Yang Xin Nie Y. L. Mo K. C. Chang Yu Tang Robert Kassawara |
| author_sort | Witarto Witarto |
| collection | DOAJ |
| description | Adaptation of metamaterials at micro- to nanometer scales to metastructures at much larger scales offers a new alternative for seismic isolation systems. These new isolation systems, known as periodic foundations, function both as a structural foundation to support gravitational weight of the superstructure and also as a seismic isolator to isolate the superstructure from incoming seismic waves. Here we describe the application of periodic foundations for the seismic protection of nuclear power plants, in particular small modular reactors (SMR). For this purpose, a large-scale shake table test on a one-dimensional (1D) periodic foundation supporting an SMR building model was conducted. The 1D periodic foundation was designed and fabricated using reinforced concrete and synthetic rubber (polyurethane) materials. The 1D periodic foundation structural system was tested under various input waves, which include white noise, stepped sine and seismic waves in the horizontal and vertical directions as well as in the torsional mode. The shake table test results show that the 1D periodic foundation can reduce the acceleration response (transmissibility) of the SMR building up to 90%. In addition, the periodic foundation-isolated structure also exhibited smaller displacement than the non-isolated SMR building. This study indicates that the challenge faced in developing metastructures can be overcome and the periodic foundations can be applied to isolating vibration response of engineering structures. |
| first_indexed | 2024-12-22T05:48:36Z |
| format | Article |
| id | doaj.art-259dc1df544a49a4a4a39061147ff461 |
| institution | Directory Open Access Journal |
| issn | 2158-3226 |
| language | English |
| last_indexed | 2024-12-22T05:48:36Z |
| publishDate | 2018-04-01 |
| publisher | AIP Publishing LLC |
| record_format | Article |
| series | AIP Advances |
| spelling | doaj.art-259dc1df544a49a4a4a39061147ff4612022-12-21T18:36:57ZengAIP Publishing LLCAIP Advances2158-32262018-04-0184045307045307-1610.1063/1.5020161025804ADVSeismic isolation of small modular reactors using metamaterialsWitarto Witarto0S. J. Wang1C. Y. Yang2Xin Nie3Y. L. Mo4K. C. Chang5Yu Tang6Robert Kassawara7University of Houston, Houston, TX 77204, USANational Center for Research on Earthquake Engineering, Taipei 10668, TaiwanNational Center for Research on Earthquake Engineering, Taipei 10668, TaiwanTsinghua University, Beijing 100084, ChinaUniversity of Houston, Houston, TX 77204, USANational Center for Research on Earthquake Engineering, Taipei 10668, TaiwanArgonne National Laboratory, Argonne, IL 60439, USAElectric Power Research Institute, Charlotte, NC 28262, USAAdaptation of metamaterials at micro- to nanometer scales to metastructures at much larger scales offers a new alternative for seismic isolation systems. These new isolation systems, known as periodic foundations, function both as a structural foundation to support gravitational weight of the superstructure and also as a seismic isolator to isolate the superstructure from incoming seismic waves. Here we describe the application of periodic foundations for the seismic protection of nuclear power plants, in particular small modular reactors (SMR). For this purpose, a large-scale shake table test on a one-dimensional (1D) periodic foundation supporting an SMR building model was conducted. The 1D periodic foundation was designed and fabricated using reinforced concrete and synthetic rubber (polyurethane) materials. The 1D periodic foundation structural system was tested under various input waves, which include white noise, stepped sine and seismic waves in the horizontal and vertical directions as well as in the torsional mode. The shake table test results show that the 1D periodic foundation can reduce the acceleration response (transmissibility) of the SMR building up to 90%. In addition, the periodic foundation-isolated structure also exhibited smaller displacement than the non-isolated SMR building. This study indicates that the challenge faced in developing metastructures can be overcome and the periodic foundations can be applied to isolating vibration response of engineering structures.http://dx.doi.org/10.1063/1.5020161 |
| spellingShingle | Witarto Witarto S. J. Wang C. Y. Yang Xin Nie Y. L. Mo K. C. Chang Yu Tang Robert Kassawara Seismic isolation of small modular reactors using metamaterials AIP Advances |
| title | Seismic isolation of small modular reactors using metamaterials |
| title_full | Seismic isolation of small modular reactors using metamaterials |
| title_fullStr | Seismic isolation of small modular reactors using metamaterials |
| title_full_unstemmed | Seismic isolation of small modular reactors using metamaterials |
| title_short | Seismic isolation of small modular reactors using metamaterials |
| title_sort | seismic isolation of small modular reactors using metamaterials |
| url | http://dx.doi.org/10.1063/1.5020161 |
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