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    Seismic Performance of Highway Bridges with Different Transverse Unseating-Prevention Devices 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 009
    Author(s): Nailiang Xiang; Jianzhong Li
    Publisher: American Society of Civil Engineers
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    Effect of Seismic-Induced Bearing Uplift of a Cable-Stayed Bridge 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 003
    Author(s): Jiang Yi; Jianzhong Li
    Publisher: American Society of Civil Engineers
    Abstract: In the past, seismic-induced bearing uplift of cable-stayed bridges was seldom recognized or valued, and a conventional sliding bearing, which cannot resist uplift forces, was often used for cable-stayed bridges. In this ...
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    Experimental Verification of a Cable-Stayed Bridge Model Using Passive Energy Dissipation Devices 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 012
    Author(s): Yan Xu; Ruilong Wang; Jianzhong Li
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the efficiency of passive energy dissipation devices in protecting cable-stayed bridges from severe damage when subjected to high-intensity ground motions, a 1/20-scale bridge model from a typical medium-span ...
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    Multilevel Performance Classifications of Tall RC Bridge Columns toward Postearthquake Rehabilitation Requirements 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Zhongguo Guan; Juhui Zhang; Jianzhong Li
    Publisher: American Society of Civil Engineers
    Abstract: This study aims at developing appropriate multilevel performance classification of tall RC bridge piers for seismic design. A new performance classification toward postearthquake rehabilitation requirements is presented. ...
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    Natural Frequency of Railway Girder Bridges under Vehicle Loads 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 004
    Author(s): Jianzhong Li; Mubiao Su; Lichu Fan
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the natural frequency of a railway girder bridge under vehicle loads, two methods are presented. First, the natural frequency of a railway girder bridge under vehicle loads is obtained by solution of the ...
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    Vibration Control of Railway Bridges under High-Speed Trains Using Multiple Tuned Mass Dampers 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 003
    Author(s): Jianzhong Li; Mubiao Su; Lichu Fan
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, multiple tuned mass dampers (MTMDs) are considered for suppressing the vibration of railway bridges under high-speed trains. The interaction equations of motion between the vehicle and the bridge with MTMDs ...
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    Performance Test of Energy Dissipation Bearing and Its Application in Seismic Control of a Long-Span Bridge 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Zhongguo Guan; Jianzhong Li; Yan Xu
    Publisher: American Society of Civil Engineers
    Abstract: Energy dissipation bearing (EDB) is a conventional steel bridge bearing in connection with well designed mild steel dampers. Seismic performance test was undertaken for both damper units and a prototype bearing, and the ...
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    Treatment of <i>P</i>-Δ Effects in Displacement-Based Seismic Design for SDOF Systems 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 003
    Author(s): Bin Wei; Yan Xu; Jianzhong Li
    Publisher: American Society of Civil Engineers
    Abstract: The displacement-based seismic-design (DSD) methods, owing to their simplicity and efficiency, have been more and more recognized in structural seismic-research communities during the past few years. However, the dynamic
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    Shake Table Test on a Long-Span Cable-Stayed Bridge with Viscous Dampers Considering Wave Passage Effects 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 002:;page 04020118
    Author(s): Wei Guo; Jianzhong Li; Zhongguo Guan
    Publisher: ASCE
    Abstract: This work focused on the damping effectiveness of additional longitudinal viscous dampers employed for seismic control of long-span cable-stayed bridges considering wave passage effects. A 1/35-scale physical model scaled ...
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    Seismic Performance of Self-Centering Bridge Piers with Rocking Mechanical Hinges 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 012:;page 04022122
    Author(s): Xueqi Zhong; Yongxing Li; Jianzhong Li; Yu Shen; Zehua Bao
    Publisher: ASCE
    Abstract: A rocking column has excellent earthquake resistance and post-earthquake recovery capacity. However, concrete spalling or crushing easily occur at the rocking interface due to local high compression stress. In this paper, ...
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