This paper discusses several issues pertinent to the use of advanced a
nalysis for design of two-dimensional steel-frame structures. In parti
cular, the accuracy of the elastic-plastic-hinge method is examined, a
nd its range of application and limitations are identified. An approac
h called the refined plastic-hinge method, the formulation of which ha
s been presented in a companion paper, is recommended and its design i
mplications are discussed. Case studies are presented to demonstrate t
he validity of the refined plastic-hinge method in predicting the stre
ngth and stability of individual member and overall system strength. A
lso, the performance of this analysis model is evaluated by comparing
the results with those from elastic-plastic-hinge and refined plastic-
zone analyses. The goal is to illustrate the qualities and limitations
of the plastic-hinge-based analysis methods with regard to their acce
ptability for use in predicting the limiting strength and behavior of
steel members and frames.