A set of variable amplitude tests was performed on a commonly used typ
e of semi-rigid connection: the top-and-seat angle. Variable amplitude
tests included incremental-decremental and step tests to investigate
the sequence effects on cyclic and low-cycle fatigue behavior for this
class of beam-column connection. The concept of an effective equi-amp
litude plastic rotation is introduced as the characteristic measure of
rotation history. It is shown that effective rotation is independent
of load path when compared to companion constant amplitude test result
s.(1) An energy based cumulative damage model is characterized in term
s of energy-life and energy-rotation relationships. The proposed damag
e model is employed in fatigue damage prediction analysis and compared
with the classical Miner's linear damage accumulation model coupled w
ith the rainflow cycle counting method. The proposed energy based dama
ge model implicitly incorporates the memory effects of the previous lo
ading history and precludes the necessity of performing explicit cycle
counting, and it is easily implemented into non-Linear time-history a
nalysis for seismic design and evaluation purposes.