Mechanical Behavior of Damaged H-Section Steel Structure

Table 3

Dimensionless parameters of steel column cross sections.

0	1	1	1.000	1.000	1.500
0.1	0.9	0.9	1.035	1.046	1.480
0.2	0.8	0.8	1.002	1.025	1.418
0.3	0.7	0.7	0.920	0.966	1.316
0.4	0.6	0.6	0.804	0.876	1.165
0.5	0.5	0.5	0.675	0.759	0.985
0.6	0.4	0.4	0.543	0.632	0.763
0.7	0.3	0.3	0.411	0.496	0.608
0.8	0.2	0.2	0.279	0.349	0.411
0.9	0.1	0.1	0.147	0.191	0.208
1	0	0	0	0	0