Research Article
A Simplified Methodology of European Steel Characterization on Theoretic Structural Application with Buckling Restrained Braces
Table 5
Results of mean of values obtained.
| | | Nom. | Regres. | Maxim. | Max. range (max/nom) (%) | Med. range (regre/nom) (%) |
| | ID0169 | | Py (KN) | 92.12 | 99.84 | 126.66 | 37.50 | 8.40 | | Pmax (KN) | 162.49 | 171.98 | 226.40 | 39.33 | 5.85 | | Pmax /P y | 1.76 | 1.72 | 1.79 | 1.70 | 2.30 | | Ediss (KJ) | 274.21 | 288.30 | 331.94 | 21.10 | 5.14 | | dmax (mm) | 88.66 | | emax (%) | 2.50 | | ID1057 | | Py (KN) | 92.12 | 99.84 | 126.66 | 37.50 | 8.40 | | Pmax (KN) | 149.03 | 161.69 | 183.16 | 22.90 | 8.50 | | Pmax /P y | 1.62 | 1.62 | 1.46 | 10.95 | 0 | | Ediss (KJ) | 42.40 | 44.88 | 49.92 | 17.74 | 5.85 | | dmax (mm) | 44.08 | | emax (%) | 1.25 |
| | ID1100 | | Py (KN) | 92.12 | 99.84 | 126.66 | 37.50 | 8.40 | | Pmax (KN) | 159.80 | 168.90 | 220.42 | 37.94 | 5.70 | | Pmax /P y | 1.73 | 1.69 | 1.74 | 0.60 | 2.35 | | Ediss (KJ) | 265.43 | 279.54 | 321.10 | 20.98 | 5.32 | | dmax (mm) | 74.94 | | emax (%) | 2.12 |
| | ID4840 | | Py (KN) | 92.12 | 99.84 | 126.66 | 37.50 | 8.40 | | Pmax (KN) | 159.30 | 168.35 | 203.95 | 28.05 | 5.70 | | Pmax /P y | 1.72 | 1.70 | 1.61 | 6.83 | 1.18 | | Ediss (KJ) | 134.39 | 142.10 | 160.15 | 19.17 | 5.74 | | dmax (mm) | 72.40 | | emax (%) | 2.00 |
| | ID5779 | | Py (KN) | 92.12 | 99.84 | 126.66 | 37.50 | 8.40 | | Pmax (KN) | 161.25 | 170.50 | 213.93 | 32.67 | 5.74 | | Pmax /P y | 1.75 | 1.71 | 1.69 | 3.55 | 2.34 | | Ediss (KJ) | 146.03 | 155.06 | 180.25 | 23.43 | 6.18 | | dmax (mm) | 67.32 | | emax (%) | 1.78 |
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