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    Experimental Study on Longitudinal Shear Behavior of Prefabricated Steel–Concrete Composite Beams with Hidden Continuous Channels and Shear Key Connections 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 003:;page 04025001-1
    Author(s): Da Huang; Xin Nie; Jiansheng Fan; Ran Ding
    Publisher: American Society of Civil Engineers
    Abstract: A full-depth deck panel (FDDP) system incorporating hidden continuous channels has emerged as a promising solution for accelerated composite bridge construction. However, the system has faced implementation challenges ...
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    Comprehensive Characterization of Shale Components and Pore Structures: An Analysis from Micro- to Nanoscale Perspectives 

    Source: Journal of Energy Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025030-1
    Author(s): Mingjing Lu; Ran Ding; Feng Yang; Wenjun He; Liaoyuan Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The components and pore structures of shale are complex due to the heterogeneous distribution of organic and inorganic minerals. Understanding the pore structures properties of shale is essential for elucidating the fluid ...
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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 ...
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    Biaxial Constitutive Models for Simulation of Low-Aspect-Ratio Reinforced Concrete Shear Walls 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 002:;page 04021157
    Author(s): Jia-Ji Wang; Cheng Liu; Xin Nie; Ran Ding; Ying-Jie Zhu
    Publisher: ASCE
    Abstract: A novel biaxial finite-element (FE) model is proposed and validated by a total of 32 reinforced concrete (RC) shear walls with aspect ratio below 1.5. First, a biaxial concrete model package, which was previously developed ...
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