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    Fiber Beam-Column Model Considering Slab Spatial Composite Effect for Nonlinear Analysis of Composite Frame Systems 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Mu-Xuan Tao; Jian-Guo Nie
    Publisher: American Society of Civil Engineers
    Abstract: A fiber beam-column model considering the slab spatial composite effect for nonlinear analysis of composite frame systems is proposed and implemented in a general commercial finite element (FE) package. A conventional fiber ...
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    Experimental Study on Tensile Behavior of Wet Joints in a Prefabricated Composite Deck System Composed of Orthotropic Steel Deck and Ultrathin Reactive-Powder Concrete Layer 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 010
    Author(s): Wen-Hao Pan; Jian-Sheng Fan; Jian-Guo Nie; Jian-Hua Hu; Jian-Feng Cui
    Publisher: American Society of Civil Engineers
    Abstract: The widely used orthotropic steel deck system is subject to several durability problems: fatigue cracking of the steel, wearing of the surfacing, and corrosion. Thus, the composite deck system composed of an orthotropic ...
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    Experimental and Numerical Investigations of Composite Frames with Innovative Composite Transfer Beams 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Jian-Guo Nie; Wen-Hao Pan; Mu-Xuan Tao; Yu-Zhi Zhu
    Publisher: American Society of Civil Engineers
    Abstract: Experimental and numerical studies were conducted to investigate the vertical load-carrying behavior and seismic performance of a composite frame structure with an innovative composite transfer beam, which was proposed to ...
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    Shear Deformation and Sliding-Based Fiber Beam-Column Model for Seismic Analysis of Reinforced Concrete Coupling Beams 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Ran Ding; Mu-Xuan Tao; Jian-Guo Nie; Y. L. Mo
    Publisher: American Society of Civil Engineers
    Abstract: Conventional RC coupling beams have been widely used as key energy-dissipation components in frame-core tube structural systems for high-rise buildings. A model with sufficient efficiency, accuracy, and practicality is ...
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    Seismic Performance of Joints between Steel K-Style Outrigger Trusses and Concrete Cores in Tall Buildings 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 012
    Author(s): Jian-Guo Nie; Ran Ding; Jian-Sheng Fan; Mu-Xuan Tao
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents finite-element analysis (FEA) and experimental study on the seismic behavior of joints between steel K-style outrigger truss and concrete core in tall buildings. Two new joint types with different ...
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    Shear Deformation and Sliding-Based Fiber Beam-Column Model for Seismic Analysis of Reinforced Concrete Coupling Beams 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Ran Ding; Mu-Xuan Tao; Jian-Guo Nie; Y. L. Mo
    Publisher: American Society of Civil Engineers
    Abstract: Conventional RC coupling beams have been widely used as key energy-dissipation components in frame-core tube structural systems for high-rise buildings. A model with sufficient efficiency, accuracy, and practicality is ...
    Request PDF
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