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- W2462788463 abstract "So far, square concrete filled tubular(CFT) columns have been used in a limited width thickness ratio. The reason is that local buckling occurs in steel tube easily. Once the local buckling occurs, the confinement effect of steel tube on concrete disappears. In this study, we developed welded built-up square steel tube with reinforcement which are placed at the center of the tube width acts as an anchor. 3 specimens of slender welded built-up square CFT columns and 3 specimens of slender welded built-up square steel tube columns were manufactured with parameters of width(B) of steel tube, width thickness ratio(B/t). we conducted a experimental test on the 6 specimens under eccentric load, and evaluated the structural resistance and behavior of 6 specimens." @default.
- W2462788463 created "2016-07-22" @default.
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- W2462788463 date "2015-06-30" @default.
- W2462788463 modified "2023-09-24" @default.
- W2462788463 title "Resistance and Flexure Behavior of Slender Welded Built-up Square CFT Column Using Internal Reinforced Steel Tube under Eccentric Loads" @default.
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- W2462788463 doi "https://doi.org/10.11004/kosacs.2015.6.2.032" @default.
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