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    Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 012:;page 04022118
    Author(s): Hongmeng Huang; Yuanhai Zhang; Wei Ji; Kui Luo
    Publisher: ASCE
    Abstract: Reissner’s principle (R-P), which considers the effect of all secondary shear stresses on shear deformation, is proposed for analyzing the elastic behavior of a composite box girder with corrugated steel webs (CBG-CSWs) ...
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    Natural Vibration Frequency Analysis for a PC Continuous Box-Girder Bridge with Corrugated Steel Web Based on the Dynamic Stiffness Matrix 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2020:;Volume ( 014 ):;issue: 001
    Author(s): Wei Ji; Kui Luo; Wan-liang Ma
    Publisher: ASCE
    Abstract: In order to reasonably analyze the influence of shear deformation of corrugated steel web on the natural vibration frequency of PC continuous box-girder bridge with corrugated steel webs, first, the element stiffness matrix ...
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    Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 006:;page 04022035
    Author(s): Xuan Kong; Kui Luo; Wei Ji; Quanyu Tang; Lu Deng
    Publisher: ASCE
    Abstract: Composite box girders with corrugated steel webs (CBGCSWs) are used worldwide owing to their light self-weight, high efficiency of prestressing application, and reasonable distribution of shear force and bending moment. ...
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