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Cable-Stayed Bridges, Diagnostic Survey Of Stays

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F26%3A0199744" target="_blank" >RIV/00216305:26110/26:0199744 - isvavai.cz</a>

  • Result on the web

    <a href="https://reference-global.com/article/10.2478/cee-2026-0034" target="_blank" >https://reference-global.com/article/10.2478/cee-2026-0034</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.2478/cee-2026-0034" target="_blank" >10.2478/cee-2026-0034</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Cable-Stayed Bridges, Diagnostic Survey Of Stays

  • Original language description

    The safety and service life of cable-stayed bridges directly depend on the structural condition of individual stay cable. The diagnostics of the cables and their anchorage systems is an integral part of the complete bridge assessment. The paper summarizes the results of an extensive diagnostic survey carried out on three major bridge structures in the Czech Republic: the single-span bridge in Hrachovec, the single-span bridge in & Zcaron;idlochovice, and the three-span highway bridge over the Elbe River near Pod & ecaron;brady. The basic diagnostic phase included visual inspection of the outer sheath, acoustic tracing, and moisture measurement of the prestressed reinforcement. The advanced phase employed dynamic testing of natural frequencies and strain gauge monitoring to verify tensile forces and prepare data for force rectification. Calibration of the dynamic methods using hydraulic post-tensioning confirmed the high accuracy of these non-invasive techniques. The results demonstrate that the combination of standard and advanced diagnostic methods provides an effective tool for predictive maintenance and enhanced reliability of cable-stayed bridge structures. Moreover, dynamic analysis offers new possibilities for long-term monitoring and targeted extension of the structural service life.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/CK01000042" target="_blank" >CK01000042: Specification of residual load-capacity of prestressed bridges</a><br>

  • 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

  • Name of the periodical

    Civil and Environmental Engineering

  • ISSN

    1336-5835

  • e-ISSN

    2199-6512

  • Volume of the periodical

  • Issue of the periodical within the volume

    listopad 2025

  • Country of publishing house

    SK - SLOVAKIA

  • Number of pages

    14

  • Pages from-to

  • UT code for WoS article

    001618731400001

  • EID of the result in the Scopus database

    2-s2.0-105022789199