Mathematical Problems in Engineering / 2018 / Article / Tab 2

Research Article

Performance Evaluation of Q690 High-Strength Concrete-Filled Thin-Walled Steel Tubular Columns under Compression-Bending Coupling

Table 2

Levels ranking.

ParameterStrengthDuctilityEnergy dissipation capacity

D/t4-3-2-11-2-3-44-3-2-1
3/4-2-13/4-2-14-1-3-2
n3/4-2-14-3-2/14-3-2-1