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    Multiscale Modeling and Seismic Fragility Analysis of Corroded Precast Concrete Frame 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001:;page 04020128
    Author(s): Jun Yang; Tong Guo; Dongzhi Luo; Zhongxiang Liu
    Publisher: ASCE
    Abstract: Precast concrete frames have been widely used, though little is known about their fragility under the combined influence of seismic excitation and corrosion. In this study, one four-story precast concrete frame with different ...
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    Reliability-Based Maintenance Strategy for Gusset Plate Connections in Steel Bridges Based on Life-Cost Optimization 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 005
    Author(s): Zhongxiang Liu; Tong Guo; José Correia; Libin Wang
    Publisher: ASCE
    Abstract: This paper focuses on the maintenance decision of vulnerable parts that need rehabilitating within the design service period under repetitive vehicular loads in steel bridges based on the time-variant performance deterioration ...
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    Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022096
    Author(s): Zhaolei Zhang; Tong Guo; Zhongxiang Liu; Shiyuan Wang
    Publisher: ASCE
    Abstract: Fire is an accidental, severe hazard for bridges during their lifetime. Hangers in suspension bridges are among the most vulnerable components with respect to the hanger fatigue effect, and fatigue performance after fire ...
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    Diagnosis and Mitigation of Fatigue Damage in Longitudinal Diaphragms of Cable-Stayed Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Tong Guo; Zhongxiang Liu; Jie Liu; Dazhang Han
    Publisher: American Society of Civil Engineers
    Abstract: Premature fatigue cracking in the tube-gusset plate connection of longitudinal diaphragms has been observed in long-span cable-stayed bridges, resulting in undesirable stress distribution of the decks and costly repair ...
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    Fatigue Life Evaluation on Short Suspenders of Long-Span Suspension Bridge with Central Clamps 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Zhongxiang Liu; Tong Guo; Lingyu Huang; Zhihong Pan
    Publisher: American Society of Civil Engineers
    Abstract: Suspenders are crucial load-bearing members of suspension bridges, and they are prone to fatigue damage under repetitive vehicle and wind loads. Field observation shows that short suspenders at the midspan or the ends of ...
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    Measurement and Comparative Study on Movements of Suspenders in Long-Span Suspension Bridges 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 005
    Author(s): Zhongxiang Liu; Tong Guo; Matthew H. Hebdon; Wanshui Han
    Publisher: American Society of Civil Engineers
    Abstract: Unanticipated damage has been observed in short suspenders near the midspan and/or ends of long-span suspension bridges. The observed damage poses a major threat to public safety if it results in fracture of suspenders ...
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    Corrosion-Fretting Fatigue Analysis of Bridge Cables Based on Multifactor Competition Model and Time-Dependent Reliability 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001:;page 04023106-1
    Author(s): Zhongxiang Liu; Tong Guo; Hongyu Ren; José Correia; Jie Liu; Maria Q. Feng
    Publisher: ASCE
    Abstract: Bridge cables are the safety lifelines of cable-supported bridges. However, many suspenders in cable-supported bridges were inaccurately evaluated and suffered from premature damage under complex environmental and load ...
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    Experimental Study on Corrosion-Fretting Fatigue Behavior of Bridge Cable Wires 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 012
    Author(s): Zhongxiang Liu; Tong Guo; Daguang Han; Aiqun Li
    Publisher: ASCE
    Abstract: Bridge cables are often subjected to tensile stress variation, interior contact stress, and corrosion environment, resulting in premature failure of wires. This paper experimentally investigates the behavior of bridge wires ...
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    Fatigue Assessment of Critical Connections in a Historic Eyebar Suspension Bridge 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 001
    Author(s): Zhongxiang Liu; Matthew H. Hebdon; José A. F. O. Correia; Hermes Carvalho; Paula M. L. Vilela; Abilio M. P. de Jesus; Rui A. B. Calçada
    Publisher: American Society of Civil Engineers
    Abstract: The Hercílio Luz Bridge is an eyebar suspension bridge with a riveted girder built in 1926 in Brazil, in which severe fatigue damage was found after years of service. To provide guidance for rehabilitation of the bridge, ...
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