A, (min) A, (min) 75 rfy = 235MPa fy = IMMPa 80 70 60 = 0.15 40 50 200 300 400 500 fy(MPa) 55 ir^^^^OMPa 50 t_ ai . , f^MPa) 20 ... Design Manual for SHS Concrete ... 9 Han Linhai, Fire Resistance of Concrete Filled Steel Tubular Beam- Columns, Intemal Report of Chinese Nation Natural Science Foundation, Beijing, 1996.
Title | : | Composite Construction, Conventional and Innovative |
Author | : | International Association for Bridge and Structural Engineering. International Conference |
Publisher | : | - 1997 |
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