INNOVATIVE PROBABILISTIC METHODOLOGIES TO ASSESS SEISMIC VULNERABILITY OF SIMPLE SUPPORTED GIRDER BRIDGES

− le spese minute che non essendo calcolabili, né prevedibili, richiedono lo stanziamento di uno apposito fondo approssimativo. 3) La differenza tra entrate totali e

1 “la presenza di spazi ed edifi ci all’interno del tessuto urbaniz- zato non è insolita, e la necessità di recuperarli per nuovi usi non è un’esigenza nuova, giacché

The sketch of the proof is the same of the one made for dyadic models, first one introduces a Galerkin approximation of the infinite dimensional tree model where still holds the

Note that even though this is a dynamic situation, the vehicle density on each part of the road becomes almost constant after certain time. A sample of simulation results is given

To assess whether a popula- tion structure of NTHi could be defined, we performed genome sequencing of a collection of diverse clinical isolates representative of both carriage

The base shear time-histories in X direction, along which a slightly higher response is computed as compared to Y (due to the slightly higher total translational stiffness

3.14 Dynamic amplification factors of the midspan vertical displacement for a bridge structure with A-shaped pylon as a function of the normalized speed

In primo luogo negoziamo con il soggetto la necessità di una sua rappresentazione, ovvero si istituisce un fare che lega ricercatore e soggetti sul campo, aboli- sce la