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    Experimental Investigation of Boundary Constraints on the Multistory Composite Frame under an Internal-Column Removal Scenario 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025030-1
    Author(s): Zheng Tan; Wei-Hui Zhong; Bao Meng; Yu-Hui Zheng; Shi-Chao Duan; Yao Gao
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the anticollapse performance of a multistory composite frame (MSCF) under internal column-removal conditions, a static experiment using a one-third scale, three-story composite frame was conducted. This ...
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    Construction of Time-Varying Boundary Conditions: Hybrid Testing of Steel Frame Structures against Progressive Collapse 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 007:;page 04025068-1
    Author(s): Wei-hui Zhong; Yu-hui Zheng; Yue Zhang; Xukai Wang; Bao Meng; Zheng Tan; Shi-chao Duan; Jun Zhao
    Publisher: American Society of Civil Engineers
    Abstract: To precisely evaluate the collapse resistance of structures, this paper introduces a hybrid testing technique that establishes time-varying boundary conditions. Traditional and hybrid tests were executed under scenarios ...
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    Difference Analysis and Correlation Transformation of the Load-Resisting Capacities of Frame Assemblies with Various Scales 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008:;page 04024083-1
    Author(s): Zheng Tan; Wei-hui Zhong; Ying-zhao Qiu; Bao Meng; Yu-hui Zheng; Shi-chao Duan; Hao Wu
    Publisher: American Society of Civil Engineers
    Abstract: Currently, the investigation on the collapse performances of steel frames with various structural scales has not formed a system resultant force, which leads to the current “overall qualitative and local quantitative” modes ...
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