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    Rehabilitation Design of a Historic Concrete Arch Bridge in Prague from the Early 20th Century

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
    Author:
    Jiří Witzany
    ,
    Radek Zigler
    DOI: 10.1061/(ASCE)CF.1943-5509.0001451
    Publisher: ASCE
    Abstract: This article presents a proposal of a method for the restoration and rehabilitation of Liben Bridge, a historic concrete vaulted arch bridge structure from the early 20th century. The bridge is appreciated as a unique structure and a remarkable example of purist architecture with cubist elements. The uniqueness of its structure is the reason it should be preserved, as opposed to the demand to demolish and replace it with a new bridge. The proposed solution would allow the preservation of the historic concrete arch bridge structure in its entirety, at the same time ensuring the required loading capacity after its restoration. This method employs a steel truss bridge structure, embedded in the space created by the extraction of the bridge backfill, between the bridge deck and the vaulted arch structure. The proposed rehabilitation method can be applied in the restoration of other historic stone or concrete arch bridges.
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      Rehabilitation Design of a Historic Concrete Arch Bridge in Prague from the Early 20th Century

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4265089
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    • Journal of Performance of Constructed Facilities

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    contributor authorJiří Witzany
    contributor authorRadek Zigler
    date accessioned2022-01-30T19:20:02Z
    date available2022-01-30T19:20:02Z
    date issued2020
    identifier other%28ASCE%29CF.1943-5509.0001451.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265089
    description abstractThis article presents a proposal of a method for the restoration and rehabilitation of Liben Bridge, a historic concrete vaulted arch bridge structure from the early 20th century. The bridge is appreciated as a unique structure and a remarkable example of purist architecture with cubist elements. The uniqueness of its structure is the reason it should be preserved, as opposed to the demand to demolish and replace it with a new bridge. The proposed solution would allow the preservation of the historic concrete arch bridge structure in its entirety, at the same time ensuring the required loading capacity after its restoration. This method employs a steel truss bridge structure, embedded in the space created by the extraction of the bridge backfill, between the bridge deck and the vaulted arch structure. The proposed rehabilitation method can be applied in the restoration of other historic stone or concrete arch bridges.
    publisherASCE
    titleRehabilitation Design of a Historic Concrete Arch Bridge in Prague from the Early 20th Century
    typeJournal Paper
    journal volume34
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001451
    page04020056
    treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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