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    Analytical Pushover Method and Hysteretic Modeling of Precast Segmental Bridge Piers with High-Strength Bars Based on Cyclic Loading Test 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Weiding Zhuo; Teng Tong; Zhao Liu
    Publisher: American Society of Civil Engineers
    Abstract: Compared to cast-in-place bridge piers, precast piers can accelerate bridge construction, but their use in seismic systems is challenging. High-strength bars (≥500  MPa) incorporated with precast piers can further expedite ...
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    Transverse Post-Tensioning in Long-Span Concrete Box-Girder Bridges: Refined Modeling and Alternative System 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 003
    Author(s): Zhi-Qi He; Weiding Zhuo; Yedong Jiang; Shixiang Zhang; Zhao Liu; Zhongguo John Ma
    Publisher: ASCE
    Abstract: Transverse post-tensioning is commonly introduced in top slabs of concrete box girders to control transverse tensile stresses induced by dead and live wheel loads. However, longitudinal cracks with a definite pattern have ...
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