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- W876148974 abstract "In this study, concentric compression tests were conducted for rectangular and circular section stub columns to estimate the ultimate strength of concrete filled steel tubular columns. The main variation of the tests was the width-thickness ratio of the section, and the ultimate value obtained through tests was compared with calculated strength by design code of other countries. From the result of comparison, it was found that the strength by design method of CHINA, AIJ, AISC-LRFD is underestimated to 90%, 70%, 60% for the test results." @default.
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- W876148974 title "Experimental Study on Ultimate Strength of Concrete Filled Steel Tubular Columns" @default.
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