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Post-Earthquake Damage Identification of Buildings with LMSST

Post-Earthquake Damage Identification of Buildings with LMSST

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_a1062948f9374bdd82037cbea8d29a49

Post-Earthquake Damage Identification of Buildings with LMSST

About this item

Full title

Post-Earthquake Damage Identification of Buildings with LMSST

Publisher

Basel: MDPI AG

Journal title

Buildings (Basel), 2023-07, Vol.13 (7), p.1614

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

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...

Alternative Titles

Full title

Post-Earthquake Damage Identification of Buildings with LMSST

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

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

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