Post-Earthquake Damage Identification of Buildings with LMSST
Post-Earthquake Damage Identification of Buildings with LMSST
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Publisher
Basel: MDPI AG
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Language
English
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Publisher
Basel: MDPI AG
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Scope and Contents
Contents
The structure is said to be damaged if there is a permanent shift in the post-event natural frequency of a structure as compared with the pre-event frequency. To assess the damage to the structure, a time-frequency approach that can capture the pre-event and post-event frequency of the structure is required. In this study, to determine these freque...
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Full title
Post-Earthquake Damage Identification of Buildings with LMSST
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TN_cdi_doaj_primary_oai_doaj_org_article_a1062948f9374bdd82037cbea8d29a49
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_a1062948f9374bdd82037cbea8d29a49
Other Identifiers
ISSN
2075-5309
E-ISSN
2075-5309
DOI
10.3390/buildings13071614