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    Deflection Control of Long-Span PSC Box-Girder Bridge Based on Field Monitoring and Probabilistic FEA 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 006
    Author(s): Tong Guo; Zheheng Chen
    Publisher: American Society of Civil Engineers
    Abstract: For long-span prestressed concrete (PSC) box-girder bridges, excessive midspan deflection because of uncertain concrete shrinkage and creep undermines driving comfort and structural safety. In this paper, a deflection ...
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    Monitoring and Simulation of Long-Term Performance of Precast Concrete Segmental Box Girders with Dry Joints 

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:006
    Author(s): Shun Chai;Tong Guo;Zheheng Chen;Jun Yang
    Publisher: American Society of Civil Engineers
    Abstract: Precast concrete segmental (PCS) box girders are popular in bridge construction, although structural deterioration due to creep and shrinkage has been a concern. In contrast to the extensive studies on shear and bending ...
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    Monitoring and Simulation of Long-Term Performance of Precast Concrete Segmental Box Girders with Dry Joints 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 006
    Author(s): Shun Chai; Tong Guo; Zheheng Chen; Jun Yang
    Publisher: American Society of Civil Engineers
    Abstract: Precast concrete segmental (PCS) box girders are popular in bridge construction, although structural deterioration due to creep and shrinkage has been a concern. In contrast to the extensive studies on shear and bending ...
    Request PDF
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