Collapse Analysis of Planar Composite Frame under Impact Loads
Abstract
Concrete filled steel tubular (CFST) structure has been widely used in construction practices due to its superior performances under various loading conditions. However, limited studies are available when this type of structure is subjected to impact or explosive loads. Current methods in relevant design codes are not specific for preventing progressive collapse of CFST structures. Therefore, it is necessary to carry out numerical simulations on CFST structure under impact loads.
Keywords
Planar composite frame, Collapse analysis, Direct simulation method, Alternate path method
DOI
10.12783/dteees/icpeee2018/23319
10.12783/dteees/icpeee2018/23319
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