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    Structural Performance and Strength Prediction of Steel-to-Concrete Box Girder Deck Transition Zone of Hybrid Steel-Concrete Cable-Stayed Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Xi Cheng; Xin Nie; Jiansheng Fan
    Publisher: American Society of Civil Engineers
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    Stiffness and Deflection of Steel–Concrete Composite Beams under Negative Bending 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): Jianguo Nie; Jiansheng Fan; C. S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: Compared with simply supported beams, continuous steel–concrete composite beams have many advantages such as higher span/depth ratio, less deflection, and higher fundamental frequency of vibration due to its higher stiffness. ...
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    Research on Cable Anchorage Systems for Self-Anchored Suspension Bridges with Steel Box Girders 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 005
    Author(s): Jianguo Nie; Muxuan Tao; Jiansheng Fan
    Publisher: American Society of Civil Engineers
    Abstract: A new type of steel-concrete composite cable anchorage system is conceived and investigated preliminarily for self-anchored suspension bridges with steel box girders to optimize the mechanical behavior of the conventional ...
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    Longitudinal Stiffness of Multispan Suspension Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 005
    Author(s): Xiaowei Ma; Jianguo Nie; Jiansheng Fan
    Publisher: American Society of Civil Engineers
    Abstract: The longitudinal stiffness of multispan suspension bridges plays an important role in load-resisting systems. In this paper, a model defined as the kinematic multispring (KMS) model is proposed for simulating the longitudinal ...
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    Closure to “Long-Term Behavior of Composite Beams under Positive and Negative Bending. I: Experimental Study” by Jiansheng Fan, Jianguo Nie, Quanwang Li, and Hao Wang 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Jiansheng Fan; Xiaogang Liu; Jianguo Nie
    Publisher: American Society of Civil Engineers
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    Experimental Study on the Seismic Performance of 3D Joints between Concrete-Filled Square Steel Tubular Columns and Composite Beams 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 012
    Author(s): Jiansheng Fan; Quanwang Li; Jianguo Nie; Hui Zhou
    Publisher: American Society of Civil Engineers
    Abstract: Six three-dimensional (3D) joints between concrete-filled square steel tubular columns and composite steel-concrete beams were tested under bidirectional reversal loads. The primary purpose of this experiment was to ...
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    Long-Term Behavior of Composite Beams under Positive and Negative Bending. I: Experimental Study 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Jiansheng Fan; Jianguo Nie; Quanwang Li; Hao Wang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental program designed to examine the long-term behavior of composite steel-concrete beams under sustained loads. The test program consisted of two simply supported beams under positive bending ...
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    Long-Term Behavior of Composite Beams under Positive and Negative Bending. II: Analytical Study 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): Jiansheng Fan; Xin Nie; Quan Li; Quanwang Li
    Publisher: American Society of Civil Engineers
    Abstract: The creep, shrinkage, and cracking of concrete may induce time-dependent changes in the stresses, internal forces, and deflections of steel-concrete composite beams. This paper presents an analytical model to consider these ...
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    Experimental Study on Steel Jacket–Concrete Composite Connections 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Xin Nie; Yue Yang; Jiansheng Fan; Y. L. Mo; Jianguo Nie
    Publisher: American Society of Civil Engineers
    Abstract: Steel–concrete composite frame bridges have larger structural stiffness, lower cost, and faster construction speed than traditional bridges because a combination of steel–concrete composite girders, concrete piers, and ...
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