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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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    Discussion of “Uniaxial Shear-Flexure Model for Reinforced Concrete Elements” by H. Mostafaei and F. J. Vecchio 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Wei-Jian Yi; Xiao Yang
    Publisher: American Society of Civil Engineers
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    Discussion of “Effect of Near-Fault Vertical Ground Motions on Seismic Response of Highway Overcrossings” by Sashi K. Kunnath, Emrah Erduran, Y. H. Chai, and Mark Yashinsky 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 005
    Author(s): Wei-Jian Yi; Jiang Yin
    Publisher: American Society of Civil Engineers
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    Discussion of “Damage Localization and Finite-Element Model Updating Using Multiresponse NDT Data” by M. Sanayei, E. S. Bell, C. N. Javdekar, J. L. Edelmann, and E. Slavsky 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 002
    Author(s): Wei-Jian Yi; Li-Li Wang
    Publisher: American Society of Civil Engineers
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    Experimental Investigation on Punching Shear Mechanism of Concrete Interior Slab-Column Connections without Shear Reinforcement 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021250
    Author(s): Yue-Fan Wu; Hui Chen; Fei Peng; Wei-Jian Yi
    Publisher: ASCE
    Abstract: The punching shear failure of reinforced concrete flat plates has puzzled researchers for a long time due to the complexity of the punching shear mechanism and the difficulty of direct measurements of the internal failure ...
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    Experimental and Theoretical Investigation of Shear Transfer Mechanisms in GFRP-RC Deep Beams without Stirrups 

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 002:;page 04025003-1
    Author(s): Zhe Li; Wei-Jian Yi; Ye Li; Hui Chen
    Publisher: American Society of Civil Engineers
    Abstract: This study focuses on the shear transfer mechanisms of glass fiber–reinforced polymer (GFRP)-RC deep beams without stirrups and proposes a unified shear model applicable to both steel- and FRP-RC deep beams. Seven concrete ...
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    Probabilistic Constant-Strength Ductility Demand Spectra 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Wei-Jian Yi; Hai-Yan Zhang; Sashi K. Kunnath
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is presented to develop probabilistic constant-strength ductility demand spectra based on statistical analyses of the results of comprehensive dynamic time history simulations of bilinear single-degree-freedom ...
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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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    Progressive Collapse Performance of RC Flat Plate Frame Structures 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Wei-Jian Yi; Fan-Zhen Zhang; Sashi K. Kunnath
    Publisher: American Society of Civil Engineers
    Abstract: In collapse-resistant design of structures, understanding primary structural failure-mechanisms and alternative load paths under accidental extreme loads is important. A quasi-static experimental method is used to simulate ...
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    Shear Mechanisms in Reinforced Concrete Beams under Impact Loading 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): De-Bo Zhao; Wei-Jian Yi; Sashi K. Kunnath
    Publisher: American Society of Civil Engineers
    Abstract: A well-instrumented drop-weight test program was developed to investigate shear failure modes of large-scale RC beams under impact loading. Test variables included beam span, transverse reinforcement ratio, impact mass, ...
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