Research Article

Seismic Behavior of Hybrid Frame Joints between Composite Columns and Steel Beams

Table 9

Comparison between theoretical values and measured values.

Sample IDSRC-1SRC-2SRC-3

Testing result for shear capacity419.1436.6448.7
Calculated shear capacity from equation (3)397.8410.0436.3
Calculated shear capacity from equation (4)338.1376.6415.1
Test result/result from equation (3)105.4%104.7%102.9%
Test result/result from equation (4)123.9%115.9%108.1%