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    Discussion on the Design of Cable Tower Grouping-Anchorage System of Cable-Stayed Bridge 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2021:;Volume ( 015 ):;issue: 002:;page 30-39-1
    Author(s): Xin-dai Zuo; Qian Li; Po Wen
    Publisher: ASCE
    Abstract: Cable tower grouping-anchorage system of cable-stayed bridges is a new type of anchorage system, which is only used in Chi-Zhou bridge in An Hui province domestically. In order to understand the behavior characteristics ...
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    Calculation Method and Influence Factor Analysis for the Normal Working Life of Reinforced Concrete Highway Bridges 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2021:;Volume ( 015 ):;issue: 001:;page 31-44-1
    Author(s): Xin-dai Zuo; Jin-quan Zhang; Shang-chuan Zhao
    Publisher: ASCE
    Abstract: Aimed at the working life of bridges under the reiteration function of vehicle load, which is not mentioned in the current bridge design codes, this paper introduced the concept of normal working life. The authors regarded ...
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    Study on the Impact Coefficient Calculation of Long-Span Curved Continuous Rigid Frame Bridge Based on Principal Component–Stepwise Regression 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001:;page 9-19
    Author(s): Zhi-qiang Han; Xin-dai Zuo; Yong-jun Zhou; Shi-Zhong Liu; Min-Jie Jin
    Publisher: ASCE
    Abstract: In order to determine the calculation formula of the impact coefficient of a long-span curved continuous rigid frame bridge, based on the mechanism of structural dynamics and vehicle-bridge coupling, the vibration equation ...
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