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Early Warning for Continuous Rigid Frame Bridges Based on Nonlinear Modeling for Temperature-Induced...

Early Warning for Continuous Rigid Frame Bridges Based on Nonlinear Modeling for Temperature-Induced...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_efd931a2b68c40efb3fe38e68db7ddfd

Early Warning for Continuous Rigid Frame Bridges Based on Nonlinear Modeling for Temperature-Induced Deflection

About this item

Full title

Early Warning for Continuous Rigid Frame Bridges Based on Nonlinear Modeling for Temperature-Induced Deflection

Publisher

Switzerland: MDPI AG

Journal title

Sensors (Basel, Switzerland), 2024-06, Vol.24 (11), p.3587

Language

English

Formats

Publication information

Publisher

Switzerland: MDPI AG

More information

Scope and Contents

Contents

Bridge early warning based on structural health monitoring (SHM) system is of significant importance for ensuring bridge safe operation. The temperature-induced deflection (TID) is a sensitive indicator for performance degradation of continuous rigid frame bridges, but the time-lag effect makes it challenging to predict the TID accurately. A bridge...

Alternative Titles

Full title

Early Warning for Continuous Rigid Frame Bridges Based on Nonlinear Modeling for Temperature-Induced Deflection

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_efd931a2b68c40efb3fe38e68db7ddfd

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_efd931a2b68c40efb3fe38e68db7ddfd

Other Identifiers

ISSN

1424-8220

E-ISSN

1424-8220

DOI

10.3390/s24113587

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