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    Mechanical Prestressing System for Strengthening Reinforced Concrete Members with Prestressed Carbon-Fiber-Reinforced Polymer Sheets 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): Suhaib S. Abdulhameed; Erjun Wu; Bohai Ji
    Publisher: American Society of Civil Engineers
    Abstract: A new, practical mechanical prestressing system was developed to prestress carbon-fiber-reinforced polymer (CFRP) sheets. The system is used for strengthening reinforced concrete members. The main features of the system ...
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    Seismic Behavior of Pile-Group-Supported Bridges in Liquefiable Soils with Crusts Subjected to Potential Scour: Insights from Shake-Table Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Xiaowei Wang; Bohai Ji; Aijun Ye
    Publisher: ASCE
    Abstract: One-g shake-table tests were conducted to characterize seismic demands and reveal failure mechanisms of pile-supported bridges in liquefiable soils with crusts subjected to different scour scenarios, namely no scour, partial ...
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    Diaphragm Splicing Deviation in Steel Bridge Deck: Effect on Fatigue Performance and Its Preventive Measures 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 003:;page 04021008-1
    Author(s): Yue Yao; Bohai Ji; Yefei Li; Zhongqiu Fu; Zhuangzhuang Chen
    Publisher: ASCE
    Abstract: Asymmetric scallop cutouts on the sides of a U-rib caused by diaphragm splicing deviation were detected in a bridge. To study the possible effect of this phenomenon on fatigue performance, the stresses of the asymmetric ...
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    Reinforcement Effect of High-Strength Bolts for Stop-Hole under Out-of-Plane Bending Loads 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 001:;page 04022129-1
    Author(s): Liang Fang; Zhongqiu Fu; Bohai Ji; Jie Fan
    Publisher: ASCE
    Abstract: The base metal at a stop-hole edge will be in out-of-plane torsion under bending loads to resist bolt tightening and weaken the reinforcement effect. By carrying out numerical simulation and fatigue tests, the effect of ...
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    Causes and Retrofits of Fatigue Cracking in the Braced Truss of Steel Box-Girder Longitudinal Diaphragms on a Cable-Stayed Bridge 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 002:;page 04023070-1
    Author(s): Xincheng Li; Zhongqiu Fu; Haoming Zhang; Zan Wang; Bohai Ji
    Publisher: ASCE
    Abstract: A finite element model of steel box girder with angle steel and round pipe braced trusses, which matched the construction details of the Sutong Yangtze River Bridge, was created to investigate the causes of cracks in braced ...
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    Cable Force Calculation Using Vibration Frequency Methods Based on Cable Geometric Parameters 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
    Author(s): Zhongqiu Fu; Bohai Ji; Qiudong Wang; Yixun Wang
    Publisher: American Society of Civil Engineers
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    Rewelding Repair Effects on Fatigue Cracks in Steel Bridge Deck Welds 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 006
    Author(s): Zhongqiu Fu; Qiudong Wang; Bohai Ji; Zhiyuan Yuanzhou
    Publisher: American Society of Civil Engineers
    Abstract: Specimens of rib-to-deck welds and diaphragm-to-rib welds in steel bridge decks were tested to crack under cyclic load. The cracks were repaired by rewelding. After the rewelding, other treatments were considered, including ...
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    Cable Replacement Method for Cable-Stayed Bridges Based on Sensitivity Analysis 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): Zhongqiu Fu; Bohai Ji; Muye Yang; Hongbin Sun; Hirofumi Maeno
    Publisher: American Society of Civil Engineers
    Abstract: Cable replacement is one of the key technologies used in the successful operation and maintenance of cable-stayed bridges. Removing cables causes structural variations. Selecting a replacement method affects bridge safety ...
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    Numerical Evaluation of Toe-Deck Fatigue in Orthotropic Steel Bridge Deck 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    Author(s): Rong Liu; Bohai Ji; Manman Wang; Ce Chen; Hirofum Maeno
    Publisher: American Society of Civil Engineers
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    Research on Stress Spectrum of Steel Decks in Suspension Bridge Considering Measured Traffic Flow 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 001
    Author(s): Bohai Ji; Dong-hua Chen; Lin Ma; Zhu-sheng Jiang; Guo-gang Shi; Lei Lv; Han-jiang Xu; Xiongwen Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the traffic-induced stresses in the steel deck of a suspension bridge on the Yangtze River, taking into account the dependence of Young’s modulus of asphalt pavement on temperature. In particular, ...
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