Shock and Vibration

Research Article

Rigid-Plastic Analysis of Seismic Resistant T-Frame considering Moment-Shear Interaction

Table 2

The results of the moment-shear interaction and determining the type of mechanism.
 Model (I)Model (II)
0.96770.9398
0.99810.9972
0.97810.9653
0.97590.9826
4.11933.0348
4.29702.2351
Mechanism(A)(B)