Advances in Civil Engineering

Research Article

Study on the Component-Based Model of an All-Welded Beam-Column Connection for Progressive Collapse Analysis

Table 3

Reduction factor of the yield moment.
 Myj (kN·m)αSEMα
Pc = 0124.411
Pc = 0.2 Pyc120.60.9690.980
Pc = 0.5 Pyc109.00.8760.866
Pc = 0.7 Pyc97.40.7830.714