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    Dead Load Allocation in Triple-Cable Suspension Bridges by Adjusting the Unstrained Lengths of Hangers: A Novel Analytical Approach 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 011:;page 04022109
    Author(s): Wen-ming Zhang; Ji-jiu Liu; Gen-min Tian
    Publisher: ASCE
    Abstract: Triple-cable design of suspension bridges with an ultrawide main girder can improve their mechanical properties, making it lucrative for numerous engineering scenarios. However, its realization requires assigning an ...
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    Analytical Shape-Finding of the Three-Dimensional Wind-Resistant Rope 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022086
    Author(s): Wen-ming Zhang; Xiao-yi Zhang; Gen-min Tian
    Publisher: ASCE
    Abstract: Wind-resistant rope systems (WRRS) consisting of wind guys (WGs) and ties are
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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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    Determining Anchor Span Strand Tensions in the Completed State of a Suspension Bridge: An Analytical Algorithm 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 012:;page 04023097-1
    Author(s): Wen-ming Zhang; Xiao-yi Zhang; Gen-min Tian
    Publisher: ASCE
    Abstract: Integral components of suspension bridges are anchor spans, consisting of separate strands splayed from the main cable between the splay saddle and the front anchor plane. The main cable is separated into several strands ...
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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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    Analytical Assessment of Main Cable Shape for Three-Pylon Suspension Bridge with Unequal Main-Span Lengths: Thermal Effect Consideration 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 001
    Author(s): Wen-ming Zhang; Chao-yu Yang; Gen-min Tian; Zhao Liu
    Publisher: ASCE
    Abstract: Three-pylon suspension bridges with unequal main-span lengths are terrain-adaptive, and this feature makes them suitable for broad applications. However, the design and construction control of such bridges requires an ...
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