z-logo
open-access-imgOpen Access
A bi-directional load rating model of the flexural response of a prestressed concrete bridge beam element
Author(s) -
Keary LeBeau
Publication year - 2008
Language(s) - English
Resource type - Dissertations/theses
DOI - 10.17760/d10018657
Subject(s) - bridge (graph theory) , prestressed concrete , structural engineering , bayesian network , engineering , reliability engineering , component (thermodynamics) , monte carlo method , random variable , structural element , computer science , machine learning , statistics , mathematics , medicine , thermodynamics , physics

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom