An investigation of hooped concrete columns . d .0008 -000+ .0006 .0006 0 .0008 .000+ 000b 0008 0 0OO8 .0004- -0006 .0008 -—i——I. i i Unit Deformation _]_

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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1914