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Possible Approaches to the Reconstruction of the Vyšehrad Bridge in Prague

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F24%3A00380968" target="_blank" >RIV/68407700:21610/24:00380968 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1016/j.prostr.2024.09.153" target="_blank" >https://doi.org/10.1016/j.prostr.2024.09.153</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.prostr.2024.09.153" target="_blank" >10.1016/j.prostr.2024.09.153</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Possible Approaches to the Reconstruction of the Vyšehrad Bridge in Prague

  • Original language description

    Prague has two iconic views. The first is Charles Bridge with the silhouette of Prague Castle in the background, the second is the Vyšehrad Railway Bridge framed by the imposing structure of Vyšehrad. It has been a listed cultural monument since 2004. The Vyšehrad Railway Bridge was opened in its first form on 15 August 1872, its current appearance dates back to 1901. It is a riveted structure with three parabolic arches spanning about 70 m with verticals and diagonals in the shape of segmented cross-sections. The structure is an important technical cultural monument, which is also located in an exposed part of the Prague Monument Reserve. However, due to long neglected basic maintenance, the structure deteriorated to such an extent that the Railway Administration decided to demolish it. Having carried out an inspection and structural assessment of the bridge we are confident that it can be repaired, refurbished, and modified to provide a long and satisfactory additional service life for future operation of the railway and footways. In particular, localized corrosion defects resulting from inadequate maintenance over many years can be repaired and the structural components which fail to meet the assessment criteria in their current condition can be repaired or replaced. Expressed in weight, only 15 % of the structure by mass needs structural repair or improvement; the rest is satisfactory without further intervention, other than renewing the corrosion protection system. The paper is based on a study by Petr Tej, Andreas Galmarini and Ian Firth and will focus on a detailed survey of the bridge’s condition and the possibilities of its reconstruction for rail traffic. It describes the reconstruction system, replacement of individual elements and contact points. Part of the paper is also a proposal for the reconstruction and use of the stone viaduct for trade and services, including static and visual rehabilitation.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20103 - Architecture engineering

Result continuities

  • Project

    <a href="/en/project/DH23P03OVV024" target="_blank" >DH23P03OVV024: Technologies and procedures for the protection of historic masonry bridges of the 19th and early 20th centuries</a><br>

  • Continuities

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

Others

  • Publication year

    2024

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    SMAR 2024 – 7th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures

  • ISBN

  • ISSN

    2452-3216

  • e-ISSN

    2452-3216

  • Number of pages

    6

  • Pages from-to

    1089-1094

  • Publisher name

    Elsevier B.V.

  • Place of publication

    Amsterdam

  • Event location

    Salerno

  • Event date

    Sep 4, 2024

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article