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    Vehicular Collision Performance Evaluation of Concrete-Filled Steel Tubular Piers Designed According to Current Codes in the US, Europe, and China 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 006:;page 04022038
    Author(s): Bo Hu; Yu-Yang Liu
    Publisher: ASCE
    Abstract: Current bridge codes in the US, Europe, and China specify vehicular collision loads for the design of piers. However, the performance of piers designed according to current codes in the three countries or regions is unknown ...
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    Residual Deformation-Based Performance Evaluation Method for CFST Piers Subjected to Vehicle Collision 

    Source: Journal of Performance of Constructed Facilities:;2023:;Volume ( 037 ):;issue: 002:;page 04023007-1
    Author(s): Bo Hu; Yu-Yang Liu; Yong Li; Hai-Bo Wang
    Publisher: ASCE
    Abstract: Concrete-filled steel tubular (CFST) piers have been applied in bridge structures due to their high bearing capacity, good ductility, and light weight. During their service life, CFST piers may suffer vehicle collision. ...
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