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A platform for research: civil engineering, architecture and urbanism
Feasibility of two-storey substructures to equivalently investigate behaviour of multi-storey steel frames
Abstract Disproportionate collapse of steel frame is often an indicator of the overall behaviour of multi-storey building. The corner column failure is followed by deformation of all beams and columns above removed columns and redistribution of the load carried by the corner columns. Although several experimental studies of disproportionate collapse have been carried out after corner column loss, most of them only focused on the single-storey substructure, while inevitably ignoring the interaction between the storeys in the multi-storey frames (Vierendeel action). In this study, the performance of a two-storey substructure after corner column loss was experimentally studied and a corresponding numerical model was established utilizing LS-DYNA. FE model was validated and used to further study the effects of the proposed boundary assumptions, load redistribution of multi-bay steel frames, and number of bays and storeys on load resisting mechanisms. The results indicated that Vierendeel action is essential in resisting disproportionate collapse, with a contribution of 43% to the peak load. For a multi-storey frame with more than two storeys, the normalized load resistance of each storey is approximate. However, due to Vierendeel action, further internal force analysis indicates that the load resisting mechanisms are different in each storey. The two-storey substructures for understanding the disproportionate collapse behaviour of multi-storey steel frames under corner column loss are highly recommended by the parametric analysis.
Highlights Load resisting mechanisms of steel frames under corner column failure were assessed via numerical studies. Vierendeel action is essential in resisting disproportionate collapse, with a contribution of over 43%. With the number of storeys more than two, the normalized load resistance of each storey is approximated. Load transfer mechanisms of each storey in a multi-storey frame is different due to Vierendeel action.
Feasibility of two-storey substructures to equivalently investigate behaviour of multi-storey steel frames
Abstract Disproportionate collapse of steel frame is often an indicator of the overall behaviour of multi-storey building. The corner column failure is followed by deformation of all beams and columns above removed columns and redistribution of the load carried by the corner columns. Although several experimental studies of disproportionate collapse have been carried out after corner column loss, most of them only focused on the single-storey substructure, while inevitably ignoring the interaction between the storeys in the multi-storey frames (Vierendeel action). In this study, the performance of a two-storey substructure after corner column loss was experimentally studied and a corresponding numerical model was established utilizing LS-DYNA. FE model was validated and used to further study the effects of the proposed boundary assumptions, load redistribution of multi-bay steel frames, and number of bays and storeys on load resisting mechanisms. The results indicated that Vierendeel action is essential in resisting disproportionate collapse, with a contribution of 43% to the peak load. For a multi-storey frame with more than two storeys, the normalized load resistance of each storey is approximate. However, due to Vierendeel action, further internal force analysis indicates that the load resisting mechanisms are different in each storey. The two-storey substructures for understanding the disproportionate collapse behaviour of multi-storey steel frames under corner column loss are highly recommended by the parametric analysis.
Highlights Load resisting mechanisms of steel frames under corner column failure were assessed via numerical studies. Vierendeel action is essential in resisting disproportionate collapse, with a contribution of over 43%. With the number of storeys more than two, the normalized load resistance of each storey is approximated. Load transfer mechanisms of each storey in a multi-storey frame is different due to Vierendeel action.
Feasibility of two-storey substructures to equivalently investigate behaviour of multi-storey steel frames
Qian, Kai (author) / Weng, Yun-Hao (author) / Zhang, Lu (author) / Li, Zhi (author) / Lan, Xi (author)
2023-06-19
Article (Journal)
Electronic Resource
English
| British Library Conference Proceedings | 2020
Experimental behaviour of multi-storey steel frames
| Elsevier | 1994
Experimental Behaviour of Multi-Storey Steel Frames
| Online Contents | 1994