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- W2389114543 abstract "In order to study the calculation formula of bearing capacity for concrete-filled steel tubular( CFST) column subjected to eccentric compression load,the component characteristics of both reinforced concrete( RC) column and CFST column were analyzed through comparing RC and CFST columns. The calculation formula of RC column under eccentric compression load, where the theory research was relatively mature,was established. Through adopting the plane section assumption,static equilibrium conditions,geometrical deformation conditions and physical conditions as well as according to the force characteristics of CFST column,the calculation formula of bearing capacity for CFST column under both large and small eccentric compression loads was theoretically derived. The present study provides not only a newalgorithm for calculating the eccentric bearing capacity of CFST column,but also the basis for the theory development as well as the popularization and application of CFST column." @default.
- W2389114543 created "2016-06-24" @default.
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- W2389114543 date "2014-01-01" @default.
- W2389114543 modified "2023-09-23" @default.
- W2389114543 title "New formula of bearing capacity for concrete-filled steel tubular column subjected to eccentric compression load" @default.
- W2389114543 hasPublicationYear "2014" @default.
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