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Long-term continuous monitoring of the dynamic response of the steel bridge

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F25%3A00639340" target="_blank" >RIV/68378297:_____/25:00639340 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1007/978-3-031-96110-6_56" target="_blank" >https://doi.org/10.1007/978-3-031-96110-6_56</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1007/978-3-031-96110-6_56" target="_blank" >10.1007/978-3-031-96110-6_56</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Long-term continuous monitoring of the dynamic response of the steel bridge

  • Original language description

    This paper discusses the monitoring of the fatigue life of a steel bridge through the statistical analysis of strain-time data collected by a structural health monitoring system that is permanently installed on the bridge being studied. The Rainflow counting method was used for the statistical analysis of the strain mon-itoring data under vehicle load, where the dependence of the stress range on the number of cycles was determined. First, the time-frequency characteristics of the short-term strain monitoring data from the steel bridge in the Czech Repub-lic were analyzed. A stress recording unit with an oscillation counter was used for long-term continuous monitoring of the time-varying signals, including their digitization, evaluation by the Rainflow method and recording of the number of cycles divided into classes according to amplitude magnitudes. Additionally, the time history of temperature measured by the built-in temperature sensor was also recorded. This system enables long-term recording and evaluation of data from various types of sensors and physical transducers. The analysis of the recorded data and the results obtained were used to verify of the long-term loading and assess the fatigue life of the structure.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2025

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Experimental vibration analysis for civil engineering structures. EVACES 2025

  • ISBN

    978-3-031-96109-0

  • ISSN

    2366-2557

  • e-ISSN

    2366-2565

  • Number of pages

    7

  • Pages from-to

    583-589

  • Publisher name

    Springer

  • Place of publication

    Cham

  • Event location

    Porto

  • Event date

    Jul 2, 2025

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    001608555200056