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    John A. Roebling’s 1845 Allegheny Aqueduct: Design, History, and Performance

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 002::page 04023108-1
    Author:
    Stephen G. Buonopane
    ,
    Dario A. Gasparini
    DOI: 10.1061/JBENF2.BEENG-6458
    Publisher: ASCE
    Abstract: The Allegheny Aqueduct (1845–1861) in Pittsburgh was the first suspension bridge designed and constructed by John A. Roebling (1806–1869), who would go on to design some of the most prominent and longest-spanning suspension bridges of the 19th century. The Allegheny Aqueduct was a seven-span suspension bridge built on the existing unreinforced masonry piers of the prior wooden-covered aqueduct. To evaluate the progression of Roebling’s innovations throughout his career, it is important to document his expertise and experience in suspension bridge design and construction at the onset of his career. This research used the published writings of Roebling and other contemporary engineers, archival documents, and modern nonlinear structural analyses to evaluate the design and performance of the Allegheny Aqueduct as built, as well as several possible design alternatives. The structural design of the multispan bridge required Roebling to accommodate unbalanced loading conditions from water within the aqueduct and from repair or removal of any single span, all while maintaining the stability of the masonry piers. Roebling developed a unique design, analysis, and construction approach to safely meet these criteria, and modern structural analyses demonstrated the soundness of Roebling’s approach. Roebling patented and constructed a new style of anchorage that was simpler to build, prevented ingress of moisture and corrosion of the iron bars, and allowed for straightforward rigid-body stability analysis. Roebling also patented, developed the mechanical equipment for, and implemented a new wire-by-wire cable fabrication (spinning) technique that resulted in a nearly uniform stress state amongst all wires of the cable and prevented ingress of moisture and corrosion of the wires. Roebling’s developments in anchorages and cables represented significant advancements over existing European techniques, and fundamental aspects of his techniques remain in use to this day.
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      John A. Roebling’s 1845 Allegheny Aqueduct: Design, History, and Performance

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297294
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    • Journal of Bridge Engineering

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    contributor authorStephen G. Buonopane
    contributor authorDario A. Gasparini
    date accessioned2024-04-27T22:42:07Z
    date available2024-04-27T22:42:07Z
    date issued2024/02/01
    identifier other10.1061-JBENF2.BEENG-6458.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297294
    description abstractThe Allegheny Aqueduct (1845–1861) in Pittsburgh was the first suspension bridge designed and constructed by John A. Roebling (1806–1869), who would go on to design some of the most prominent and longest-spanning suspension bridges of the 19th century. The Allegheny Aqueduct was a seven-span suspension bridge built on the existing unreinforced masonry piers of the prior wooden-covered aqueduct. To evaluate the progression of Roebling’s innovations throughout his career, it is important to document his expertise and experience in suspension bridge design and construction at the onset of his career. This research used the published writings of Roebling and other contemporary engineers, archival documents, and modern nonlinear structural analyses to evaluate the design and performance of the Allegheny Aqueduct as built, as well as several possible design alternatives. The structural design of the multispan bridge required Roebling to accommodate unbalanced loading conditions from water within the aqueduct and from repair or removal of any single span, all while maintaining the stability of the masonry piers. Roebling developed a unique design, analysis, and construction approach to safely meet these criteria, and modern structural analyses demonstrated the soundness of Roebling’s approach. Roebling patented and constructed a new style of anchorage that was simpler to build, prevented ingress of moisture and corrosion of the iron bars, and allowed for straightforward rigid-body stability analysis. Roebling also patented, developed the mechanical equipment for, and implemented a new wire-by-wire cable fabrication (spinning) technique that resulted in a nearly uniform stress state amongst all wires of the cable and prevented ingress of moisture and corrosion of the wires. Roebling’s developments in anchorages and cables represented significant advancements over existing European techniques, and fundamental aspects of his techniques remain in use to this day.
    publisherASCE
    titleJohn A. Roebling’s 1845 Allegheny Aqueduct: Design, History, and Performance
    typeJournal Article
    journal volume29
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-6458
    journal fristpage04023108-1
    journal lastpage04023108-13
    page13
    treeJournal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 002
    contenttypeFulltext
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