Bridge frequencies identification from the dynamic response of a passing vehicle

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F23%3A00575746" target="_blank" >RIV/68378297:_____/23:00575746 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Bridge frequencies identification from the dynamic response of a passing vehicle

Original language description

Based on the coupling nature of a vehicle moving on a bridge, Yang et al proposed an indirect bridge frequency approach where the bridge response can berecorded by the passing vehicle. Then, the bridge frequencies can be obtained from the dynamic response of the moving test vehicle. Following this concept, in this study, an experimental setup was designed for a test vehicle moving on a bridge to measure the bridge frequency. From the present experimental results, the indirect bridge inspectionmethod is feasible for monitoring the dynamic characteristics of a bridge.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

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OECD FORD branch

20101 - Civil engineering

Project

<a href="/en/project/GC21-32122J" target="_blank" >GC21-32122J: Vehicle scanning-based structure monitoring for cable supported bridges</a><br>

Continuities

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year

2023

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Structural health monitoring 2023

ISBN

978-1-60595-693-0

ISSN

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e-ISSN

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Number of pages

8

Pages from-to

148-155

Publisher name

DEStech Publications

Place of publication

Lancaster (PA)

Event location

Stanford

Event date

Sep 12, 2023

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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