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    New Method for Calculating the Preoffsetting Value of the Saddle on Suspension Bridges Considering the Influence of More Parameters

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 012
    Author:
    Shaorui Wang
    ,
    Zhixiang Zhou
    ,
    Dong Wen
    ,
    Yayi Huang
    DOI: 10.1061/(ASCE)BE.1943-5592.0000956
    Publisher: American Society of Civil Engineers
    Abstract: To seek a proper way to calculate the preoffsetting value of saddle on a suspension bridge, some influences of structural parameters on the preoffsetting are considered, then a new method for the preoffsetting value of saddle is proposed. On the basis of the relationship of the main cable and saddle, equilibrium equations, geometric equations, and physical equations are deduced. Then, the equations are solved by the Newton-Raphson iteration method to derive the Jacobian influence matrix of preoffsetting. For convergence of the numerical calculation, constraint conditions and the range of initial values are given. Through comparison of the measured value in a 1/30-scale model test and the calculated value, the reliability of the new method is confirmed. Finally, parametric analysis of preoffsetting shows that (1) with an increase of the saddle radius, saddle preoffsetting increases in the middle-span direction; (2) with increases of the side/middle-span and rise/span ratios, saddle preoffsetting increases in the side-span direction; (3) the influence of cable self-weight on saddle preoffsetting is negligible; (4) with an increase of unstressed cable length in the side span, saddle preoffsetting increases in the middle-span direction; and (5) with an increase of unstressed cable length in the middle span, saddle preoffsetting increases in the side-span direction.
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      New Method for Calculating the Preoffsetting Value of the Saddle on Suspension Bridges Considering the Influence of More Parameters

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4241822
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    contributor authorShaorui Wang
    contributor authorZhixiang Zhou
    contributor authorDong Wen
    contributor authorYayi Huang
    date accessioned2017-12-16T09:21:44Z
    date available2017-12-16T09:21:44Z
    date issued2016
    identifier other%28ASCE%29BE.1943-5592.0000956.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241822
    description abstractTo seek a proper way to calculate the preoffsetting value of saddle on a suspension bridge, some influences of structural parameters on the preoffsetting are considered, then a new method for the preoffsetting value of saddle is proposed. On the basis of the relationship of the main cable and saddle, equilibrium equations, geometric equations, and physical equations are deduced. Then, the equations are solved by the Newton-Raphson iteration method to derive the Jacobian influence matrix of preoffsetting. For convergence of the numerical calculation, constraint conditions and the range of initial values are given. Through comparison of the measured value in a 1/30-scale model test and the calculated value, the reliability of the new method is confirmed. Finally, parametric analysis of preoffsetting shows that (1) with an increase of the saddle radius, saddle preoffsetting increases in the middle-span direction; (2) with increases of the side/middle-span and rise/span ratios, saddle preoffsetting increases in the side-span direction; (3) the influence of cable self-weight on saddle preoffsetting is negligible; (4) with an increase of unstressed cable length in the side span, saddle preoffsetting increases in the middle-span direction; and (5) with an increase of unstressed cable length in the middle span, saddle preoffsetting increases in the side-span direction.
    publisherAmerican Society of Civil Engineers
    titleNew Method for Calculating the Preoffsetting Value of the Saddle on Suspension Bridges Considering the Influence of More Parameters
    typeJournal Paper
    journal volume21
    journal issue12
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000956
    treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 012
    contenttypeFulltext
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