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    Reliability Evaluation of Vehicle–Bridge Dynamic Interaction 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Tianyu Xiang; Renda Zhao; Tengfei Xu
    Publisher: American Society of Civil Engineers
    Abstract: The reliability of vehicle–bridge dynamic interaction is evaluated. A time domain transfer matrix method for dynamic analysis is proposed. Using the idea of the Newmark-
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    Vulnerability Analysis of Metro Network Incorporating Flow Impact and Capacity Constraint after a Disaster 

    Source: Journal of Urban Planning and Development:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Hong Cai; Jinfu Zhu; Cheng Yang; Wenbo Fan; Tengfei Xu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a modified topological vulnerability analysis for the metro network. The flow impacts and the capacity constraint are taken into account in this work. A node-based congestion is considered in the travel ...
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    Experimental and Analytical Study of Fully Prefabricated Damage-Tolerant Beam to Column Connection for Earthquake-Resilient Frame 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 003
    Author(s): Kailai Deng; Di Zheng; Cheng Yang; Tengfei Xu
    Publisher: American Society of Civil Engineers
    Abstract: A fully prefabricated damage-tolerant beam-to-column connection is proposed as an approach toward an earthquake-resilient steel frame. By introducing a composite steel–ultrahigh-performance concrete (UHPC) joint and friction ...
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    Experimental Study on Creep Failure of Non-Steam-Cured Ultrahigh-Performance Concrete under High Uniaxial Compressive Stress 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006:;page 04022105
    Author(s): Ziyang Zhang; Tengfei Xu; Kailai Deng; Teng Tong; Hao Zhou
    Publisher: ASCE
    Abstract: Ultrahigh-performance concrete (UHPC) creep failure was experimentally investigated under high uniaxial compressive stress. The influence of applied stress levels, loading times, and loading rates was considered. The failure ...
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    Effect of Various Supplementary Cementitious Materials on Early-Age Concrete Cracking 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 004
    Author(s): Inamullah Khan; Tengfei Xu; Mohammad Shakhaout Hossain Khan; Arnaud Castel; Raymond Ian Gilbert
    Publisher: ASCE
    Abstract: This paper focuses on the effect of supplementary cementitious materials on early-age mechanical and viscoelastic properties of concrete, restrained shrinkage-induced cracking, and time to cracking. Compressive strength, ...
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