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The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire
The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire
The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire
International symposium; 10th, Tubular structures X
2003-01-01
8 pages
Also known as the ISTS10
Conference paper
English
tubular structures , welding , IIW , CIDECT
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