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    Controlling Residual Drift in BRBFs by Combining SCCBFs in Parallel 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    Author(s): Tian Li;Qiu Canxing
    Publisher: American Society of Civil Engineers
    Abstract: Buckling-restrained brace frames (BRBFs) exhibit well-controlled seismic demands due to their excellent energy dissipating capacity. However, excessive residual deformation is prone to accumulate in such framing systems ...
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    Testing of Buckling-Restrained Braces with Replaceable Steel Angle Fuses 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author(s): Qu Bing;Liu Xiaofang;Hou Hetao;Qiu Canxing;Hu Dazhu
    Publisher: American Society of Civil Engineers
    Abstract: This research focuses on a new type of buckling-restrained brace (BRB) with replaceable steel angle fuses. The proposed BRB offers ease of postearthquake examination of fuse damage, convenient and prompt replacement of ...
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    Experimental Tests and Analytical Model of Double-Action Steel Angles as External Energy-Dissipating Devices 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009:;page 04025129-1
    Author(s): Cheng, Lizi; Qiu, Canxing; Du, Xiuli; Liu, Hang
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSteel angles are often used as external energy-dissipating devices at column bases or beam-to-column connections. Compared with the tension-only steel angle (TSA), the double-action steel angle (DSA) is currently ...
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