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    Bearing Capacity of Stud–Bolt Hybrid Shear Connection in Segmental Composite Bridge Girders 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 004
    Author(s): Qingtian Su; Guotao Yang; Mark A. Bradford
    Publisher: American Society of Civil Engineers
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    Bearing Capacity of Perfobond Rib Shear Connectors in Composite Girder Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 004
    Author(s): Qingtian Su; Guotao Yang; Mark A. Bradford
    Publisher: American Society of Civil Engineers
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    Scattering of S0 and A0 Lamb Modes in a Plate With Multiple Damage 

    Source: Journal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 001:;page 11004
    Author(s): Deng Qing-tian; Yang Zhi-chun
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A study of scattering characteristics of S0 and A0 Lamb modes in an infinite isotropic plate with multiple damage is presented in this paper. Both plate theory and the wave function expansion ...
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    Behavior of a Continuous Composite Box Girder with a Prefabricated Prestressed-Concrete Slab in Its Hogging-Moment Region 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 008
    Author(s): Qingtian; Su; Guotao; Yang; Mark A.; Bradford
    Publisher: American Society of Civil Engineers
    Abstract: The application of prestress is a very effective way to prevent the cracking of the concrete slab in the negative-moment region of continuous composite girders, and using a prefabricated prestressed-concrete slab in this ...
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    Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 003
    Author(s): Tong Teng;Yu Qiang;Su Qingtian
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed steel-concrete composite girders constructed by postconnection have gained increasing attention in bridge engineering in recent years. By prestressing the concrete slabs before connecting them with the steel ...
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    Fatigue Behavior of the Group Stud Shear Connectors in Steel-Concrete Composite Bridges 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 008
    Author(s): Xu Chen;Sugiura Kunitomo;Su Qingtian
    Publisher: American Society of Civil Engineers
    Abstract: Clustering stud shear connectors with a narrow spacing to form the group studs is useful for concrete slab prefabrication in steel-concrete composite bridges; however, the group studs fatigue design has not been specified ...
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    Full-Scale Experimental Study on the Negative Flexural Behavior of Orthotropic Steel–Concrete Composite Bridge Deck 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 012
    Author(s): Su Qingtian;Dai Changyuan;Xu Chen
    Publisher: American Society of Civil Engineers
    Abstract: The orthotropic steel–concrete composite deck, which consists of a concrete slab, an orthotropic steel plate, and shear connectors, has been applied for ameliorating the vehicle-induced fatigue damage on steel bridge decks. ...
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    An Equivalent Nonconvex Regularization Model Based on the Capped-l1 Function for Structural Damage Identification 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011:;page 04025194-1
    Author(s): Ma, Xiao; Li, Rongpeng; Xiao, Yuzhu; Li, Xinbo; Deng, Qingtian; Song, Xueli
    Publisher: American Society of Civil Engineers
    Abstract: AbstractStructural damage identification based on sensitivity analysis can be modeled as a sparse recovery problem, with the original formulation being an l0-norm regularization model. However, this original model is NP-hard ...
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