City, University of London Instuonal Repository Citaon: Guo, L., Gao, S. & Fu, F. (2015). Structural performance of semi-rigid composite frame under column loss. Engineering Structures, 95, pp. 112-126. doi: 10.1016/j.engstruct.2015.03.049 This is the accepted version of the paper. This version of the publicaon may differ from the final published version. Permanent repository link: https://openaccess.city.ac.uk/id/eprint/20055/ Link to published version: https://doi.org/10.1016/j.engstruct.2015.03.049 Copyright: City Research Online aims to make research outputs of City, University of London available to a wider audience. Copyright and Moral Rights remain with the author(s) and/or copyright holders. URLs from City Research Online may be freely distributed and linked to. Reuse: Copies of full items can be used for personal research or study, educaonal, or not-for-profit purposes without prior permission or charge. Provided that the authors, tle and full bibliographic details are credited, a hyperlink and/or URL is given for the original metadata page and the content is not changed in any way. City Research Online
Structural Performance of semi-rigid composite frame under column loss
Jul 28, 2023
The analytical results showed that the progressive collapse resistance is sensitive to the properties of bolts. Increasing the fracture strain of bolts, the progressive collapse resistance of composite frame improves obviously. Increasing the diameter of bolts shank could also increase the loading-capacity and ductility of the connection. At last, some measures are suggested to improve the behavior of connection in resisting progressive collapse.
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