Extending the Fatigue Life of Steel Truss Bridges with Tuned Mass Damper Systems

Table 3

Extreme values of the stresses in the structural members from the different models (Table 2). Results refer to train type 8.

Structural model	Stresses (MPa)
	Stringer		Hanger plate		Floor beam
	Max	Min	Max	Min	Max	Min
3D girder as-built	102	11	140	14	99	12
3D girder corroded	+1%	+1.2%	+1.3%	+1.1%	+1.2%	+1.3%