z-logo
open-access-imgOpen Access
Performance Study of Link Slab Continuity in Prestressed Concrete Bridges
Author(s) -
M. Mancilla Canales
Publication year - 2019
Language(s) - English
Resource type - Dissertations/theses
DOI - 10.31390/gradschool_dissertations.5026
Subject(s) - slab , structural engineering , bridge (graph theory) , prestressed concrete , link (geometry) , parametric statistics , finite element method , service life , structural health monitoring , service (business) , engineering , term (time) , computer science , reliability engineering , computer network , physics , mathematics , medicine , quantum mechanics , statistics , economy , economics

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