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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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    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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    Lateral Isolation System of a Long-Span Cable-Stayed Bridge with Heavyweight Concrete Girder in a High Seismic Region 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 001
    Author(s): Zhongguo Guan; Han You; Jian-zhong Li
    Publisher: American Society of Civil Engineers
    Abstract: This paper primarily introduces a new lateral isolation system proposed for the seismic control of a long-span cable-stayed bridge, namely, the Yongning Yellow River Bridge, with high seismic activity and a heavyweight ...
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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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    Experimental Study on Longitudinal Joints with Accelerated Construction Features in Precast Multibox Girder Bridges 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 001
    Author(s): Juhui Zhang; Zhongguo Guan; Lei Liang; Xiaozheng Ling
    Publisher: American Society of Civil Engineers
    Abstract: To accelerate bridge construction, U-bar details were proposed to connect the adjacent precast box girders and replace the original welded-loop details in longitudinal joint design. Static loading tests were conducted, and ...
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