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There were no internal columns supporting the floors, and those floor trusses were very lightweight.
Based on all available data and the analysis results, it was shown that failure was the result of the combination of many factors that occurred simultaneously: an unfavourable combination of snow and wind actions, the heating system not operating as it should under such weather conditions and the absence of a complete row of internal columns.
The internal columns and cores are represented by multiple supporting cells (2 to 4 cells).
The internal columns are continuous from the second to the top stories, and are designed to resist only seismic load.
In the structure with interior columns, connecting beams can be placed in every story between the internal columns.
Therefore, the displacements and the story drifts for the external and the internal columns are the same.
Similar(44)
An internal column 3.60 m in length was considered.
A parametric study is focused on fully simply supported rectangular plates with a single internal column.
Based on this test, the load-deflection response of the 3D composite floor subjected to internal column loss is obtained.
In this paper, a single internal column removal test was conducted for a 1/3 scale 4-bay steel frame with concrete-filled steel tubular (CFST) columns.
Besides, results of nonlinear static analyses revealed that by increasing the applied loads, the investigated structures are more susceptible to progressive collapse when they lose an internal column.
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