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    Temperature Effect on Seismic Responses of SMA Knee-Braced Frames 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024148-1
    Author(s): Tianyuan Jiang; Canxing Qiu; Jiawang Liu
    Publisher: American Society of Civil Engineers
    Abstract: Shape-memory alloy (SMA) knee-braced frames (KBFs) are a type of seismically resilient frame buildings. Knee braces (KBs) in this system are the SMA buckling-restrained braces, which provide both self-centering and ...
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    Seismic Analysis and Design of a Resilient Steel Frame with Multiple Lateral Force–Resisting Systems 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 007:;page 04024064-1
    Author(s): Canxing Qiu; Lizi Cheng; Xiuli Du
    Publisher: American Society of Civil Engineers
    Abstract: Earthquake-induced damage often is caused by large deformation and floor acceleration. To ensure a fast function recovery process, controlling postevent permanent deformation also is very critical. Combining the merits of ...
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    Energy-Based Seismic Design Methodology of SMABFs Using Hysteretic Energy Spectrum 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Canxing Qiu; Jian Qi; Cheng Chen
    Publisher: ASCE
    Abstract: Superelastic shape memory alloys (SMAs) have inherent properties of complete recovery of large deformation and satisfactory energy dissipation under cyclic loadings. Such properties have attracted wide attention within the ...
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    Double-Stage Friction-Based Self-Centering Dampers: Proof-of-Concept Tests and Seismic Control Analysis 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 005:;page 04025041-1
    Author(s): Jiawang Liu; Canxing Qiu; Xiuli Du; Hang Liu
    Publisher: American Society of Civil Engineers
    Abstract: Due to the relatively low damping and sharp stiffness change, friction-based self-centering dampers are less effective in controlling peak interstory drift (PID) and peak floor acceleration (PFA). To address these concerns, ...
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    Seismic Design and Performance Evaluation of a Triple-Column Bent Bridge Retrofitted with Buckling-Restrained Shape Memory Alloy Dampers 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 005:;page 04025020-1
    Author(s): Tianyuan Jiang; Canxing Qiu; Jiawang Liu; Xiuli Du; Hang Liu
    Publisher: American Society of Civil Engineers
    Abstract: In seismic prone regions, many old bridges deserve retrofitting measures to improve their seismic resilience. The recently proposed buckling-restrained shape memory alloy (SMA) dampers, which can maintain axial resistance ...
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