Resumo (PT):
Abstract (EN):
This paper presents results of serviceability limit states assessment of recently constructed precast concrete bridge. Assessment is performed using developed scheme which couples reliability techniques with nonlinear and time dependent method of structural analysis. The statistical models of mechanical concrete properties and geometrical characteristics of precast girders, developed based on real data, are also summarized. Results achieved during analysis leads to the conclusion that there is a need for more rational method of designing bridges from precast elements and code calibration, for this particular technology, should be performed.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
2