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    Main Cable Shape-Finding and Live Load Response of the Suspension Bridge with Central Buckles: An Analytical Algorithm 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 011:;page 04023084-1
    Author(s): Wen-ming Zhang; Xing-hang Shen; Jia-qi Chang
    Publisher: ASCE
    Abstract: The stiffness of suspension bridges, which are flexible systems composed of main cables and stiffening beams, is frequently increased by adding one or more pairs of central buckles in the midspan. This study examined a ...
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    FEM-Based Shape-Finding and Force-Assessment of Suspension Bridges via Completed Loop Adjustment 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 001:;page 04021098
    Author(s): Wen-ming Zhang; Jia-qi Chang; Gen-min Tian
    Publisher: ASCE
    Abstract: Finding the main cable shape is an essential step in the design and construction of suspension bridges. In this paper, shape-finding and force-assessment of suspension bridges based on loop adjustment are proposed and ...
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    Static Response Assessment of the Entire Suspension Bridge under Horizontal Transverse Live Load: An Analytical Calculation Method 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 007:;page 04022052
    Author(s): Wen-ming Zhang; Jie Chen; Gen-min Tian; Jia-qi Chang
    Publisher: ASCE
    Abstract: Long-span suspension bridge is a flexible structure. When subjected to a horizontal transverse live load, its deck undergoes significant transverse bending deformation, jeopardizing traffic safety. This paper proposes an ...
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    An Analytical Algorithm for Estimating the Deck’s Maximum Deflection and Deck-End Rotation Angle of a Suspension Bridge under Live Load 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 007:;page 04022055
    Author(s): Wen-ming Zhang; Xiao-fan Lu; Jia-qi Chang; Gen-min Tian
    Publisher: ASCE
    Abstract: With the appearance of large-span and heavy-duty high-speed railway suspension bridges, their deck deflections and deck-end rotation angles (DERA) under the live load became very topical indicators of bridge safety and ...
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    Cable Shape and Construction Parameters of Triple-Tower Double-Cable Suspension Bridge with Two Asymmetrical Main Spans 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 002:;page 04020127
    Author(s): Wen-ming Zhang; Chao-yu Yang; Jia-qi Chang
    Publisher: ASCE
    Abstract: Triple-tower suspension bridges with two asymmetrical main spans can adapt to complicated terrain conditions. If the top and bottom main cables with different sags are used on the two main spans, the longitudinal constraint ...
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