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    Stress-Strain Behavior of Concrete in Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): T. Yu; J. G. Teng; Y. L. Wong
    Publisher: American Society of Civil Engineers
    Abstract: Hybrid fiber-reinforced polymer (FRP) concrete-steel double-skin tubular columns are a new form of hybrid columns recently proposed by the second writer. The new column consists of an inner steel tube and an outer FRP tube, ...
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    Modeling for Moment-Rotation Characteristics for End-Plate Connections 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Y. J. Shi; S. L. Chan; Y. L. Wong
    Publisher: American Society of Civil Engineers
    Abstract: An analytical procedure is proposed to establish the nonlinear moment-rotation (
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    Shaking Table Test of a 1:20 Scale High-Rise Building with a Transfer Plate System 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): C. S. Li; S. S. Lam; M. Z. Zhang; Y. L. Wong
    Publisher: American Society of Civil Engineers
    Abstract: The reinforced concrete building considered in this study has 34 typical floors above a
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    Seismic Performance of a Transfer Plate Structure 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): C. S. Li; S. S. Lam; A. Chen; Y. L. Wong
    Publisher: American Society of Civil Engineers
    Abstract: In regions without seismic provisions, it is common to use transfer plates as part of the structural system. In this paper, pseudodynamic tests with substructure techniques were conducted on an 1:4 scale test specimen ...
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    Behavior of Two-Way RC Slabs Externally Bonded with Steel Plate 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): J. W. Zhang; J. G. Teng; Y. L. Wong; Z. T. Lu
    Publisher: American Society of Civil Engineers
    Abstract: Although a great deal of research has been carried out in recent years on the use of plate bonding for strengthening reinforced concrete (RC) structures, so far this work has generally been limited to RC beams and one-way ...
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    Flexural Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Members 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 005
    Author(s): T. Yu; Y. L. Wong; J. G. Teng; S. L. Dong; E. S. Lam
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study on the flexural behavior of a new type of hybrid FRP-concrete-steel member as well as results from a corresponding theoretical model based on the plane section ...
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    Low-Cost Ergonomic Intervention for Mitigating Physical and Subjective Discomfort during Manual Rebar Tying 

    Source: Journal of Construction Engineering and Management:;2017:;Volume ( 143 ):;issue: 010
    Author(s): Waleed Umer; Heng Li; Grace Pui Yuk Szeto; Arnold Y. L. Wong
    Publisher: American Society of Civil Engineers
    Abstract: The construction industry around the globe is facing a massive predicament of work-related musculoskeletal disorders (MSDs), largely attributed to the excessive physical exertion at worksites. Whereas ergonomic interventions ...
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    Automatic Biomechanical Workload Estimation for Construction Workers by Computer Vision and Smart Insoles 

    Source: Journal of Computing in Civil Engineering:;2019:;Volume ( 033 ):;issue: 003
    Author(s): Yantao Yu; Heng Li; Waleed Umer; Chao Dong; Xincong Yang; Martin Skitmore; Arnold Y. L. Wong
    Publisher: American Society of Civil Engineers
    Abstract: Construction workers are commonly subject to ergonomic risks due to awkward working postures or lifting/carrying heavy objects. Accordingly, accurate ergonomic assessment is needed to help improve efficiency and reduce ...
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    Drift Capacity of Rectangular Reinforced Concrete Columns with Low Lateral Confinement and High-Axial Load 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): S. S. E. Lam; B. Wu; Y. L. Wong; Z. Y. Wang; Z. Q. Liu; C. S. Li
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the experimental results obtained from the testing of nine 1:3 scale square-shaped column specimens. Characteristics of the specimens are low-lateral confinement, low-to-moderate shear span, and high-axial ...
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