Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/6738
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorXia, Y-
dc.creatorChen, B-
dc.creatorWeng, S-
dc.creatorNi, YQ-
dc.creatorXu, YL-
dc.date.accessioned2014-12-11T08:22:56Z-
dc.date.available2014-12-11T08:22:56Z-
dc.identifier.issn2190-5452 (print)-
dc.identifier.issn2190-5479 (online)-
dc.identifier.urihttp://hdl.handle.net/10397/6738-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© Springer-Verlag 2012en_US
dc.rightsThe published article is located at http://dx.doi.org/10.1007/s13349-011-0015-7. The final publication is available at http://www.springerlink.com.en_US
dc.subjectTemperature effecten_US
dc.subjectVibration propertiesen_US
dc.subjectModal testingen_US
dc.subjectStructural health monitoringen_US
dc.titleTemperature effect on vibration properties of civil structures : a literature review and case studiesen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this manuscript: Yi-Qing Nien_US
dc.description.otherinformationAuthor name used in this manuscript: You-Lin Xuen_US
dc.identifier.spage29-
dc.identifier.epage46-
dc.identifier.volume2-
dc.identifier.issue1-
dc.identifier.doi10.1007/s13349-011-0015-7-
dcterms.abstractChanging environmental conditions, especially temperature, have been observed to be a complicated factor affecting vibration properties, such as frequencies, mode shapes, and damping, of civil structures. This paper reviews technical literature concerning variations in vibration properties of civil structures under changing temperature conditions. Most of these studies focus on variations in frequencies of bridge structures, with some studies on variations in mode shapes and damping and other types of structures. Statistical approaches to correlation between temperature and frequencies are also reviewed. A quantitative analysis shows that variations in material modulus under different temperatures are the major cause of the variations in vibration properties. A comparative study on different structures made of different materials is carried out in laboratory. Two real structures, the 1,377-m main span Tsing Ma Suspension Bridge and the 600-m-tall Guangzhou New Television Tower, are examined. Both laboratory experiments and field testing, regardless of different construction materials used and structural types, verify the quantitative analysis. Variations in frequencies of reinforced concrete structures are much more significant than those of steel structures.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of civil structural health monitoring, May 2012, v. 2, no. 1, p. 29-46-
dcterms.isPartOfJournal of civil structural health monitoring-
dcterms.issued2012-05-
dc.identifier.scopus2-s2.0-84876560361-
dc.identifier.rosgroupidr57163-
dc.description.ros2011-2012 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Temp review and case studies.pdfPre-published version370.02 kBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

303
Last Week
0
Last month
Citations as of Apr 21, 2024

Downloads

1,120
Citations as of Apr 21, 2024

SCOPUSTM   
Citations

270
Last Week
1
Last month
2
Citations as of Apr 26, 2024

Google ScholarTM

Check

Altmetric


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