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    Performance of Steel Frames with Different Web Bolt Number and Arrangements in a Column-Loss Scenario 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021150-1
    Author(s): Shentong Lin; Jinpeng Wang; Huiyun Qiao; Yu Chen; Yang Zhou
    Publisher: ASCE
    Abstract: When a steel frame is subjected to an abnormal load, a sudden local failure due to the loss of a load carrying member may result in progressive collapse of the entire structure. In this study, experiments and numerical ...
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    Progressive Collapse Analysis for Steel-Braced Frames Considering Vierendeel Action 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
    Author(s): Huiyun Qiao; Caisong Luo; Jianpeng Wei; Yu Chen
    Publisher: ASCE
    Abstract: After middle or corner column removal, multistory frames exhibit different anticollapse mechanisms, and one of the most important anticollapse mechanisms is Vierendeel action. Based on instantaneous column removal tests, ...
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