Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/107795
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorHuang, Jen_US
dc.creatorZhu, Sen_US
dc.creatorWang, Ben_US
dc.creatorChen, ZPen_US
dc.date.accessioned2024-07-12T01:21:34Z-
dc.date.available2024-07-12T01:21:34Z-
dc.identifier.issn0098-8847en_US
dc.identifier.urihttp://hdl.handle.net/10397/107795-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rights© 2024 The Author(s). Earthquake Engineering & Structural Dynamics published by John Wiley & Sons Ltd.en_US
dc.rightsThis is an open access article under the terms of the Creative Commons Attribution-NonCommercial-NoDerivs License (https://creativecommons.org/licenses/by-nc-nd/4.0/), which permits use and distribution in any medium, provided the original work is properly cited, the use is non-commercial and no modifications or adaptations are madeen_US
dc.rightsThe following publication Huang J, Zhu S, Wang B, Chen Z. Shake table tests of steel moment resisting frame with self-centering SMA-based isolators. Earthquake Engng Struct Dyn. 2024; 53: 3489–3513 is available at https://doi.org/10.1002/eqe.4183.en_US
dc.subjectMoment resisting frameen_US
dc.subjectNumerical simulationen_US
dc.subjectSeismic base isolationen_US
dc.subjectSelf-centeringen_US
dc.subjectShake table testen_US
dc.subjectShape memory alloyen_US
dc.titleShake table tests of steel moment resisting frame with self-centering SMA-based isolatorsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage3489en_US
dc.identifier.epage3513en_US
dc.identifier.volume53en_US
dc.identifier.issue11en_US
dc.identifier.doi10.1002/eqe.4183en_US
dcterms.abstractThis paper investigates a steel moment resisting frame (MRF) with a novel type of self-centering (SC) base isolators, wherein superelastic shape memory alloy (SMA) U-shaped dampers (SMAUDs) work as core components. A two-story steel MRF model equipped with two SMAUD-based isolators was designed and built in the laboratory, and a series of shake table tests were conducted to examine the dynamic behavior and seismic performance of the frame. Throughout all the tests, no interventions, such as repair or replacement of frame or isolator members, were done. Shake table test results demonstrated that the SMAUD-based isolators could withstand multiple strong earthquakes with stable SC behavior. The utilization of SMAUD-based isolators provided effective protection for the frame, enabling it to restore its original position with minimal structural damage. A numerical model of the tested steel MRF with SMAUD-based isolators was also built. The results obtained from the numerical analyses agreed with those of the shake table tests satisfactorily. A comparative study of the seismic performance between the MRF with SMAUD-based isolators and the MRF with traditional steel U-shaped damper-based isolators was also conducted in the shake table tests. The results showed that SMAUD-based isolators not only inherit the isolation function of conventional isolators to protect the frame but also possess an SC ability to eliminate residual isolator deformation effectively. Moreover, SMAUD-based isolators demonstrate remarkable resilience to withstand multiple strong seismic events without any need for repair or replacement.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEarthquake engineering and structural dynamics, Sept 2024, v. 53, no. 11, p. 3489-3513en_US
dcterms.isPartOfEarthquake engineering and structural dynamicsen_US
dcterms.issued2024-09-
dc.identifier.scopus2-s2.0-85197391608-
dc.identifier.eissn1096-9845en_US
dc.description.validate202407 bcwhen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumbera3006, OA_TA-
dc.identifier.SubFormID49157-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong PhD Fellowship Scheme; Joint Research Centre for Marine Infrastructure; Hong Kong Branch of National Rail Transit Electrification and Automation Engineering Technology Research Centeren_US
dc.description.pubStatusPublisheden_US
dc.description.TAWiley (2024)en_US
dc.description.oaCategoryTAen_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Huang_Shake_Table_Tests.pdf8.76 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Version of Record
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

116
Citations as of Nov 10, 2025

Downloads

107
Citations as of Nov 10, 2025

SCOPUSTM   
Citations

10
Citations as of Dec 19, 2025

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.