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    Flexural Impact Performance of Stainless Steel–Lightweight Concrete Composites for Marine Structures 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022114
    Author(s): Zhenyu Huang; Xiaolong Zhao; Wei Zhang
    Publisher: ASCE
    Abstract: The present study combines the advantages of both stainless steel and lightweight high-ductility cement composite (LHDCC) to develop a durable stainless steel–LHDCC composite for marine protective structures. Firstly, the ...
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    Multicriteria Decision-Making Methods in Selecting Seismic Upgrading Strategy of High-Rise RC Wall Buildings 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022015
    Author(s): Mohammad Sadegh Es-haghi; Mohammad Sadegh Barkhordari; Zhenyu Huang; Jianqiao Ye
    Publisher: ASCE
    Abstract: Reinforced concrete (RC) structural walls are widely used in high-rise structures in earthquake-prone areas. Damaged by the earthquakes in the past decades, these buildings need retrofitting in order to increase the ...
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    Impact Response of Double-Layer Steel-RULCC-Steel Sandwich Panels: Experimental, Numerical, and Analytical Approaches 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022165
    Author(s): Wei Zhang; Zhenyu Huang; Ren Li; Xiaolong Zhao; Jianqiao Ye
    Publisher: ASCE
    Abstract: The present study conducts experimental, numerical, and analytical investigations of the responses of double-layer steel-rubberized ultra-lightweight cement composite (RULCC)-steel sandwich panels subjected to concentrated ...
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    Axial-Load Resistance of a Novel UHPFRC Grouted SHS Tube-Sleeve Connection: Experimental, Numerical, and Theoretical Approaches 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021184-1
    Author(s): Zhenyu Huang; Wei Zhang; Shiyong Fan; Lili Sui; Jianqiao Ye
    Publisher: ASCE
    Abstract: Experimental, numerical, and theoretical analyses were conducted of the axial load resistance of a novel ultrahigh-performance fiber-reinforced concrete (UHPFRC) grouted square hollow section (SHS) tube sleeve connection. ...
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