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    Concept and Preliminary Analysis of Novel Movable Structural System for Cable-Stayed Footbridge

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
    Author:
    Tianhao Zhang; Ken’ichi Kawaguchi; Minger Wu
    DOI: 10.1061/(ASCE)BE.1943-5592.0001378
    Publisher: American Society of Civil Engineers
    Abstract: Movable bridges are interesting and feasible solutions at the crossover point of transportations, providing fascinating landscapes and significant engineering challenges. This paper presents a new structural system applied to a movable cable-stayed footbridge. It is an S-shaped curved bridge suspended by cables, and can be opened with a moving mechanism coupled with the torsional deformation. In this paper, we clarify the mechanical behavior of the structural system through a preliminary analysis. We propose novel concepts of the twistable deck, aiming to improve the dynamic performance of the structural system. We trace the moving process of the structure by decoupling the elastic deformation and the rigid displacement. We confirm the validity and versatility of the proposed structural system through the optimal shapes for the footbridges in different cases with respect to the symmetricity and serviceability. The concept of the movable structural system proposed herein is believed to be feasible for application to the design of movable footbridges based on the preliminary analysis.
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      Concept and Preliminary Analysis of Novel Movable Structural System for Cable-Stayed Footbridge

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4254526
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    contributor authorTianhao Zhang; Ken’ichi Kawaguchi; Minger Wu
    date accessioned2019-03-10T11:56:31Z
    date available2019-03-10T11:56:31Z
    date issued2019
    identifier other%28ASCE%29BE.1943-5592.0001378.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254526
    description abstractMovable bridges are interesting and feasible solutions at the crossover point of transportations, providing fascinating landscapes and significant engineering challenges. This paper presents a new structural system applied to a movable cable-stayed footbridge. It is an S-shaped curved bridge suspended by cables, and can be opened with a moving mechanism coupled with the torsional deformation. In this paper, we clarify the mechanical behavior of the structural system through a preliminary analysis. We propose novel concepts of the twistable deck, aiming to improve the dynamic performance of the structural system. We trace the moving process of the structure by decoupling the elastic deformation and the rigid displacement. We confirm the validity and versatility of the proposed structural system through the optimal shapes for the footbridges in different cases with respect to the symmetricity and serviceability. The concept of the movable structural system proposed herein is believed to be feasible for application to the design of movable footbridges based on the preliminary analysis.
    publisherAmerican Society of Civil Engineers
    titleConcept and Preliminary Analysis of Novel Movable Structural System for Cable-Stayed Footbridge
    typeJournal Paper
    journal volume24
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0001378
    page04019021
    treeJournal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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