An investigation of hooped concrete columns . 0 -0O02 .000+ .0006 .0000 .0 OO0Z .000+ .0006 .00OS 0010 O 0OO2 .0004- .0006 .0008 Unit Deformation if-.

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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1914