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    Micromechanics Model to Describe Strain Behavior of Concrete in Freezing Process 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 001
    Author(s): Zhi-Yun Zhou; Hirozo Mihashi
    Publisher: American Society of Civil Engineers
    Abstract: On the basis of micromechanics consideration of frost damage, a theoretical model to describe the freeze-induced strain behavior of porous materials such as concrete is presented. The model is derived from the thermodynamic ...
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    Discussion of “System Identification and Damage Detection of a Prestressed Concrete Beam” by Jörg F. Unger, Anne Teughels, and Guido De Roeck 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Wei-Jian Yi; Yun Zhou
    Publisher: American Society of Civil Engineers
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    Transverse Bursting Stresses due to Horizontally Curved Tendons in the Top Slab of Box Girders 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 005
    Author(s): Lin-Yun Zhou; Zhao Liu
    Publisher: American Society of Civil Engineers
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    Technical, Managerial, and Organizational Changes in Adapting an E-Commerce Model in Civil Engineering Design and Consulting Services 

    Source: Leadership and Management in Engineering:;2003:;Volume ( 003 ):;issue: 004
    Author(s): Yun Zhou; Lois M. Muller
    Publisher: American Society of Civil Engineers
    Abstract: Encouraging experiments and practices in e-commerce over the past several years are now contributing to and enhancing our understanding of the critical issues involved in leveraging the potential of these technologies. The ...
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    Discussion of “<i>Effect of Gravel on Hydraulic Conductivity of Compacted Soil Liners</i>” by Thomas L. Shelley and David E. Daniel (January, 1993, Vol. 119, No. 1) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): Luis E. Vallejo; Yun Zhou
    Publisher: American Society of Civil Engineers
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    Fractal Approach to Measuring Roughness of Geomembranes 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Luis E. Vallejo; Yun Zhou
    Publisher: American Society of Civil Engineers
    Abstract: Fractal analysis was used to evaluate the roughness of four commercially available geomembranes used in waste-containment systems. Fractal analysis uses the concept of the fractal dimension
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    Determination of Apparent Activation Energy of Concrete by TMC and Mathematical Means 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 002
    Author(s): Yonghe Xu; Xiong Zhang; Xiaomin Liao; Yun Zhou
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a novel procedure to determine the apparent activation energy (
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    Discussion of “Rotation-Based Shear Failure Model for Lightly Confined RC Columns” by Wassim M. Ghannoum and Jack P. Moehle 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Li-Wei Liu; Wei-Jian Yi; Yun Zhou
    Publisher: American Society of Civil Engineers
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    Identification of Influence Lines for Highway Bridges Using Bayesian Parametric Estimation Based on Computer Vision Measurements 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 012:;page 04023087-1
    Author(s): Yun Zhou; Jin-Nan Hu; Guan-Wang Hao; Zheng-Rong Zhu; Jian Zhang
    Publisher: ASCE
    Abstract: Conventional methods to identify influence lines, which are essential in design and evaluation of bridges, use contact sensors involving high upfront and operational costs. This paper presents an approach to identifying ...
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    Shear Mechanism and Size Effect of RC Deep Beams without Stirrups Based on Crack Kinematics in Tests 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023159-1
    Author(s): Zhe Li; Ye Li; Wei-Jian Yi; Yuan Huang; Yun Zhou; Wang-Xi Zhang
    Publisher: ASCE
    Abstract: Based on the experimental results, this paper investigates the shear mechanism of reinforced concrete deep beams without stirrups. By analyzing the kinematics of the critical shear crack, it can be found that the compression ...
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