Three-dimensional periodic materials as seismic base isolator for nuclear infrastructure

Recent advance of periodic materials from the field of solid-state physics into that of earthquake engineering has resulted in a novel seismic isolation technique. In this study, we developed a new configuration of structural foundation using a three-dimensional (3D) periodic material for seismic is...

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Main Authors: Witarto Witarto, S. J. Wang, C. Y. Yang, Jiaji Wang, Y. L. Mo, K. C. Chang, Yu Tang
Format: Article
Language:English
Published: AIP Publishing LLC 2019-04-01
Series:AIP Advances
Online Access:http://dx.doi.org/10.1063/1.5088609
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spelling doaj-4901ae70e77641e895a66bd36134d65b2020-11-25T02:15:32ZengAIP Publishing LLCAIP Advances2158-32262019-04-0194045014045014-1610.1063/1.5088609056904ADVThree-dimensional periodic materials as seismic base isolator for nuclear infrastructureWitarto Witarto0S. J. Wang1C. Y. Yang2Jiaji Wang3Y. L. Mo4K. C. Chang5Yu Tang6University of Houston, Houston, Texas 77204, USANational Taiwan University of Science and Technology, Taipei 10607, TaiwanNational Center for Research on Earthquake Engineering, Taipei 10668, TaiwanTsinghua University, Beijing 100084, ChinaUniversity of Houston, Houston, Texas 77204, USANational Taiwan University, Taipei 10617, TaiwanArgonne National Laboratory, Argonne, Illinois 60439, USARecent advance of periodic materials from the field of solid-state physics into that of earthquake engineering has resulted in a novel seismic isolation technique. In this study, we developed a new configuration of structural foundation using a three-dimensional (3D) periodic material for seismic isolation of critical infrastructure, particularly nuclear infrastructure. To this aim, we first performed analytical and finite element studies to compare two different types of 3D unit cells, i.e., Bragg Scattering and Locally resonant unit cells, to investigate their characteristics and applicability as a seismic isolator. We then designed a large scale test specimen based on the Bragg-scattering type unit cell using common construction materials: reinforced concrete blocks and polyurethane sheets. The designed test specimen was constructed and tested using a shake table subjected to different types of excitations in the horizontal and vertical directions as well as the torsional mode. The dynamic response of a small modular reactor (SMR) building model protected by the 3D periodic foundation demonstrates that 90% response reduction was achieved within the frequency band gaps. The response attenuation was achieved in all three tested directions. Moreover, the periodic foundation-isolated SMR building exhibited a stable response with negligible rocking on the structural system.http://dx.doi.org/10.1063/1.5088609
collection DOAJ
language English
format Article
sources DOAJ
author Witarto Witarto
S. J. Wang
C. Y. Yang
Jiaji Wang
Y. L. Mo
K. C. Chang
Yu Tang
spellingShingle Witarto Witarto
S. J. Wang
C. Y. Yang
Jiaji Wang
Y. L. Mo
K. C. Chang
Yu Tang
Three-dimensional periodic materials as seismic base isolator for nuclear infrastructure
AIP Advances
author_facet Witarto Witarto
S. J. Wang
C. Y. Yang
Jiaji Wang
Y. L. Mo
K. C. Chang
Yu Tang
author_sort Witarto Witarto
title Three-dimensional periodic materials as seismic base isolator for nuclear infrastructure
title_short Three-dimensional periodic materials as seismic base isolator for nuclear infrastructure
title_full Three-dimensional periodic materials as seismic base isolator for nuclear infrastructure
title_fullStr Three-dimensional periodic materials as seismic base isolator for nuclear infrastructure
title_full_unstemmed Three-dimensional periodic materials as seismic base isolator for nuclear infrastructure
title_sort three-dimensional periodic materials as seismic base isolator for nuclear infrastructure
publisher AIP Publishing LLC
series AIP Advances
issn 2158-3226
publishDate 2019-04-01
description Recent advance of periodic materials from the field of solid-state physics into that of earthquake engineering has resulted in a novel seismic isolation technique. In this study, we developed a new configuration of structural foundation using a three-dimensional (3D) periodic material for seismic isolation of critical infrastructure, particularly nuclear infrastructure. To this aim, we first performed analytical and finite element studies to compare two different types of 3D unit cells, i.e., Bragg Scattering and Locally resonant unit cells, to investigate their characteristics and applicability as a seismic isolator. We then designed a large scale test specimen based on the Bragg-scattering type unit cell using common construction materials: reinforced concrete blocks and polyurethane sheets. The designed test specimen was constructed and tested using a shake table subjected to different types of excitations in the horizontal and vertical directions as well as the torsional mode. The dynamic response of a small modular reactor (SMR) building model protected by the 3D periodic foundation demonstrates that 90% response reduction was achieved within the frequency band gaps. The response attenuation was achieved in all three tested directions. Moreover, the periodic foundation-isolated SMR building exhibited a stable response with negligible rocking on the structural system.
url http://dx.doi.org/10.1063/1.5088609
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